














                                  SURVEY CONTROL DATA
                                
                             STATE=PQ
                             [MAY 11, 2024 02:07:4]
                              Version = 8.12.5.18
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 TY5255 ***********************************************************************
 TY5255  DATUM ORIG  -  This is a Vertical Datum Origin Point.
 TY5255  DESIGNATION -  1250 G=NAVD 88 DATUM POINT
 TY5255  PID         -  TY5255
 TY5255  STATE/COUNTY-  PQ/RIMOUSKI NEIGETTE
 TY5255  COUNTRY     -  CANADA
 TY5255  NTS MAPSHEET-  RIMOUSKI (2020)
 TY5255
 TY5255                         *CURRENT SURVEY CONTROL
 TY5255  ______________________________________________________________________
 TY5255* NAD 83(1986) POSITION- 48 28 30.     (N) 068 30 44.     (W)   SCALED
 TY5255* NAVD 88 ORTHO HEIGHT -     6.271 (meters)       20.57  (feet) ADJUSTED
 TY5255  ______________________________________________________________________
 TY5255  GEOID HEIGHT    -        -26.575 (meters)                     EGM08
 TY5255  DYNAMIC HEIGHT  -          6.273 (meters)       20.58  (feet) COMP
 TY5255  MODELED GRAVITY -    980,880.3   (mgal)                       NAVD 88
 TY5255
 TY5255  VERT ORDER      -  FIRST     CLASS II
 TY5255
 TY5255.The positional and height information provided upon this datasheet are not
 TY5255.officially recognized by the Government of Canada, provincial governments
 TY5255.within Canada, nor are they intended to replace or substitute for them.
 TY5255.The intent of sharing this data is to allow access to positions or heights
 TY5255.recognized by the United States Government. Passive control that is used by
 TY5255.both nations may share the same or similar designations or descriptions but
 TY5255.do not share official positions or heights. The 'Station Description' may
 TY5255.originate from a Canadian 'Station Report' and if so contains information
 TY5255.licensed under the 'Open Government License - Canada'.
 TY5255
 TY5255.The horizontal coordinates were scaled from a map and have
 TY5255.an estimated accuracy of +/- 6 seconds.
 TY5255
 TY5255.The orthometric height was determined by differential leveling and
 TY5255.adjusted by the NATIONAL GEODETIC SURVEY
 TY5255.in June 1991.
 TY5255
 TY5255.Significant digits in the geoid height do not necessarily reflect accuracy.
 TY5255
 TY5255.
 TY5255
 TY5255.Click photographs - Photos may exist for this station.
 TY5255
 TY5255.The dynamic height is computed by dividing the NAVD 88
 TY5255.geopotential number by the normal gravity value computed on the
 TY5255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TY5255.degrees latitude (g = 980.6199 gals.).
 TY5255
 TY5255.The modeled gravity was interpolated from observed gravity values.
 TY5255
 TY5255
 TY5255_U.S. NATIONAL GRID SPATIAL ADDRESS: 19UEP360692(NAD 83)
 TY5255
 TY5255                          SUPERSEDED SURVEY CONTROL
 TY5255
 TY5255.No superseded survey control is available for this station.
 TY5255
 TY5255_MARKER: DD = SURVEY DISK
 TY5255_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TY5255_SP_SET: BUILDING WALL
 TY5255_MAGNETIC: N = NO MAGNETIC MATERIAL
 TY5255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TY5255
 TY5255  HISTORY     - Date     Condition        Report By
 TY5255  HISTORY     - UNK      MONUMENTED       GSC
 TY5255  HISTORY     - 1983     GOOD             GSC
 TY5255  HISTORY     - 19990326 GOOD             GSC
 TY5255
 TY5255                          STATION DESCRIPTION
 TY5255
 TY5255'DESCRIBED BY GEODETIC SURVEY OF CANADA 1983
 TY5255'THE FOLLOWING DATA WERE PROVIDED BY THE GEODETIC SURVEY DIVISION,
 TY5255'NATURAL RESOURCES CANADA, IN OTTAWA, CANADA--RIMOUSKI SCHOOL (CIVIC
 TY5255'NO. 521), OWNED BY THE CONGREGATION DE NOTRE-DAME DU ST. ROSAIRE, ON
 TY5255'SOUTHEAST SIDE OF BOULEVARD ST-GERMAIN, 3.2 KM NORTHEAST OF ROMAN
 TY5255'CATHOLIC CATHEDRAL, ABOUT 105 M SOUTHWEST OF CROSSING OF RAILWAY TO
 TY5255'MOST EASTERLY OF TWO WHARVES, AT EAST CORNER OF GOULET AVENUE, TABLET
 TY5255'IN NORTHWEST (FRONT) WALL, IN BOTTOM COURSE OF ROUGH FACED STONE, 2.46
 TY5255'M FROM WEST CORNER.  PERMANENT AGENCY MARKER.  ACCESSIBLE BY PASSENGER
 TY5255'CAR OR LIGHT TRUCK AND A WALK OF LESS THAN 50 M.
 TY5255'
 TY5255'CANADIAN STATION NO=54L071, ADJUST PROJ ID=VA255(CGVD28),
 TY5255'DATUM=CGVD28, ORDER=FIRST ORDER, METHOD=DIFFERENTIAL,
 TY5255'ORTHO HEIGHT=6.256 METERS, PUBLISHED BY GSC 01-JAN-83.
 TY5255
 TY5255                          STATION RECOVERY (1999)
 TY5255
 TY5255'RECOVERY NOTE BY GEODETIC SURVEY OF CANADA 1999 (A M)
 TY5255'THE FOLLOWING DATA WERE PROVIDED BY THE GEODETIC SURVEY DIVISION,
 TY5255'NATURAL RESOURCES CANADA, IN OTTAWA, CANADA--
 TY5255'
 TY5255'STATION_NO ADJUST_PROJ_ID GRAVITY    ORTHO_HEIGHT PUBLISHED
 TY5255'---------- -------------- ---------- ------------ -----------
 TY5255'54L071     IGLD85AP92                6.273(DYN)   01-APR-92
 TY5255'54L071     NAVD88JN91     980.8845   6.271        05-JUN-91
 TY5255'54L071     VA255(CGVD28)             6.256        01-JAN-83
 TY5255'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 QH0032 ***********************************************************************
 QH0032  DESIGNATION -  15L561B
 QH0032  PID         -  QH0032
 QH0032  STATE/COUNTY-  PQ/COATICOOK
 QH0032  COUNTRY     -  CANADA
 QH0032  NTS MAPSHEET-  MALVINA (2020)
 QH0032
 QH0032                         *CURRENT SURVEY CONTROL
 QH0032  ______________________________________________________________________
 QH0032* NAD 83(1986) POSITION- 45 01 20.     (N) 071 30 01.     (W)   SCALED
 QH0032* NAVD 88 ORTHO HEIGHT -   335.128 (meters)     1099.50  (feet) ADJUSTED
 QH0032  ______________________________________________________________________
 QH0032  GEOID HEIGHT    -        -27.742 (meters)                     EGM08
 QH0032  DYNAMIC HEIGHT  -        335.091 (meters)     1099.38  (feet) COMP
 QH0032  MODELED GRAVITY -    980,498.0   (mgal)                       NAVD 88
 QH0032
 QH0032  VERT ORDER      -  SECOND    CLASS 0
 QH0032
 QH0032.The positional and height information provided upon this datasheet are not
 QH0032.officially recognized by the Government of Canada, provincial governments
 QH0032.within Canada, nor are they intended to replace or substitute for them.
 QH0032.The intent of sharing this data is to allow access to positions or heights
 QH0032.recognized by the United States Government. Passive control that is used by
 QH0032.both nations may share the same or similar designations or descriptions but
 QH0032.do not share official positions or heights. The 'Station Description' may
 QH0032.originate from a Canadian 'Station Report' and if so contains information
 QH0032.licensed under the 'Open Government License - Canada'.
 QH0032
 QH0032.The horizontal coordinates were scaled from a map and have
 QH0032.an estimated accuracy of +/- 6 seconds.
 QH0032
 QH0032.The orthometric height was determined by differential leveling and
 QH0032.adjusted by the NATIONAL GEODETIC SURVEY
 QH0032.in June 1991.
 QH0032
 QH0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 QH0032
 QH0032.Click photographs - Photos may exist for this station.
 QH0032
 QH0032.The dynamic height is computed by dividing the NAVD 88
 QH0032.geopotential number by the normal gravity value computed on the
 QH0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QH0032.degrees latitude (g = 980.6199 gals.).
 QH0032
 QH0032.The modeled gravity was interpolated from observed gravity values.
 QH0032
 QH0032
 QH0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK030884(NAD 83)
 QH0032
 QH0032                          SUPERSEDED SURVEY CONTROL
 QH0032
 QH0032  NGVD 29 (??/??/92)  335.183  (m)         1099.68   (f) ADJ UNCH    2 0
 QH0032
 QH0032.Superseded values are not recommended for survey control.
 QH0032
 QH0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0032.See file dsdata.pdf to determine how the superseded data were derived.
 QH0032
 QH0032_MARKER: B = BOLT
 QH0032_SETTING: 66 = SET IN ROCK OUTCROP
 QH0032_STAMPING: 561 B
 QH0032_MARK LOGO: GSC
 QH0032_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QH0032_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QH0032+STABILITY: POSITION/ELEVATION WELL
 QH0032_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QH0032+SATELLITE: SATELLITE OBSERVATIONS - August 11, 1993
 QH0032
 QH0032  HISTORY     - Date     Condition        Report By
 QH0032  HISTORY     - UNK      MONUMENTED       GSC
 QH0032  HISTORY     - 1929     GOOD             GSC
 QH0032  HISTORY     - 19930811 GOOD             VTAT
 QH0032
 QH0032                          STATION DESCRIPTION
 QH0032
 QH0032'DESCRIBED BY GEODETIC SURVEY OF CANADA 1929
 QH0032'0.3 MI N FROM COMINS MILLS.
 QH0032'ABOUT 0.3 MILE NORTH ALONG THE CANADIAN PACIFIC RAILWAY FROM THE
 QH0032'STATION AT COMINS MILLS, QUEBEC, CANADA, 20 FEET EAST OF THE
 QH0032'WEST RIGHT-OF-WAY FENCE, IN THE SOUTH FACE OF A LARGE MASS OF
 QH0032'ROCK, AND ABOUT 1 FOOT ABOVE GROUND.  AN IRON BOLT.
 QH0032
 QH0032                          STATION RECOVERY (1993)
 QH0032
 QH0032'RECOVERY NOTE BY VERMONT AGENCY OF TRANSPORTATION 1993
 QH0032'GENERAL LOCATION, EAST HEREFORD, QUEBEC, 0.8 KM (0.50 MI) NORTH OF
 QH0032'U.S./CANADIAN BORDER.
 QH0032'TO REACH FROM THE INTERSECTION OF ROUTE 253 AND THE U.S./CANADIAN
 QH0032'BORDER (HEREFORD, QUEBEC - BEECHER FALLS, VT) GO NORTH ALONG ROUTE
 QH0032'253 FOR 0.8 KM (0.50 MI) TO A LARGE LEDGE OUTCROP ON THE RIGHT AND
 QH0032'THE MARK SET VERTICALLY ON THE SOUTH FACE OF THE OUTCROP. IT IS
 QH0032'ACROSS FROM A ONE STORY RED BRICK HOUSE (NUMBER 83).
 QH0032'STATION IS LOCATED 8.0 M (26.2 FT) EAST OF AND ABOUT LEVEL WITH THE
 QH0032'CENTERLINE OF ROUTE 253, 3.1 M (10.2 FT) EAST OF A STEEL BEAM
 QH0032'GUARDRAIL, 1.2 M (3.9 FT) NORTHEAST OF AN UNDERGROUND TELEPHONE CABLE
 QH0032'BOX, ABOUT 13.5 M (44.3 FT) SOUTH OF GEODETIC SURVEY OF CANADA DISK
 QH0032'882012, AND 0.35 M (1.15 FT) ABOVE GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PH0553 ***********************************************************************
 PH0553  DESIGNATION -  167
 PH0553  PID         -  PH0553
 PH0553  STATE/COUNTY-  PQ/LE HAUT SAINT LAURENT
 PH0553  COUNTRY     -  CANADA
 PH0553  NTS MAPSHEET-  031B15 (2020)
 PH0553
 PH0553                         *CURRENT SURVEY CONTROL
 PH0553  ______________________________________________________________________
 PH0553* NAD 83(1986) POSITION- 44 59 58.     (N) 074 38 49.     (W)   SCALED
 PH0553* NAVD 88 ORTHO HEIGHT -    50.66  (+/-2cm)      166.2   (feet) VERTCON
 PH0553  ______________________________________________________________________
 PH0553  GEOID HEIGHT    -        -31.206 (meters)                     EGM08
 PH0553  VERT ORDER      -  ? (See Below)
 PH0553
 PH0553.The positional and height information provided upon this datasheet are not
 PH0553.officially recognized by the Government of Canada, provincial governments
 PH0553.within Canada, nor are they intended to replace or substitute for them.
 PH0553.The intent of sharing this data is to allow access to positions or heights
 PH0553.recognized by the United States Government. Passive control that is used by
 PH0553.both nations may share the same or similar designations or descriptions but
 PH0553.do not share official positions or heights. The 'Station Description' may
 PH0553.originate from a Canadian 'Station Report' and if so contains information
 PH0553.licensed under the 'Open Government License - Canada'.
 PH0553
 PH0553.The horizontal coordinates were scaled from a map and have
 PH0553.an estimated accuracy of +/- 6 seconds.
 PH0553
 PH0553.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH0553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH0553
 PH0553.Significant digits in the geoid height do not necessarily reflect accuracy.
 PH0553
 PH0553.The vertical order pertains to the NGVD 29 superseded value.
 PH0553
 PH0553.Click photographs - Photos may exist for this station.
 PH0553
 PH0553
 PH0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ278829(NAD 83)
 PH0553
 PH0553                          SUPERSEDED SURVEY CONTROL
 PH0553
 PH0553  NGVD 29 (??/??/92)   50.762  (m)          166.54   (f) ADJ UNCH       
 PH0553
 PH0553.Superseded values are not recommended for survey control.
 PH0553
 PH0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0553.See file dsdata.pdf to determine how the superseded data were derived.
 PH0553
 PH0553_MARKER: DD = SURVEY DISK
 PH0553_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0553_SP_SET: CONCRETE BASE
 PH0553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0553
 PH0553  HISTORY     - Date     Condition        Report By
 PH0553  HISTORY     - UNK      MONUMENTED       GSC
 PH0553  HISTORY     - 1943     GOOD             CGS
 PH0553
 PH0553                          STATION DESCRIPTION
 PH0553
 PH0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 PH0553'IN ST. REGIS.
 PH0553'AT ST. REGIS, QUEBEC, ON THE UNITED STATES-CANADA BOUNDARY LINE, ON
 PH0553'THE NORTHWEST SIDE OF THE MAIN STREET LEADING INTO ST. REGIS, ON THE
 PH0553'SOUTH SIDE OF A 1- BY 1-FOOT GRANITE POST, IN THE SLOPING TOP OF THE
 PH0553'3- BY 3-FOOT CONCRETE BASE, AND 0.2 FOOT SOUTH OF THE SOUTH FACE OF
 PH0553'THE POST.  A CROSS IN THE CENTER OF A UNITED STATES AND CANADA
 PH0553'BOUNDARY SURVEY STANDARD DISK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PH1156 ***********************************************************************
 PH1156  DESIGNATION -  2712
 PH1156  PID         -  PH1156
 PH1156  STATE/COUNTY-  PQ/KAMOURASKA
 PH1156  COUNTRY     -  CANADA
 PH1156  NTS MAPSHEET-  MALLORYTOWN (2020)
 PH1156
 PH1156                         *CURRENT SURVEY CONTROL
 PH1156  ______________________________________________________________________
 PH1156* NAD 83(1986) POSITION- 44 20 51.     (N) 075 59 03.     (W)   SCALED
 PH1156* NAVD 88 ORTHO HEIGHT -    81.444 (meters)      267.20  (feet) ADJUSTED
 PH1156  ______________________________________________________________________
 PH1156  GEOID HEIGHT    -        -34.127 (meters)                     EGM08
 PH1156  DYNAMIC HEIGHT  -         81.435 (meters)      267.17  (feet) COMP
 PH1156  MODELED GRAVITY -    980,506.7   (mgal)                       NAVD 88
 PH1156
 PH1156  VERT ORDER      -  FIRST     CLASS 0
 PH1156
 PH1156.The positional and height information provided upon this datasheet are not
 PH1156.officially recognized by the Government of Canada, provincial governments
 PH1156.within Canada, nor are they intended to replace or substitute for them.
 PH1156.The intent of sharing this data is to allow access to positions or heights
 PH1156.recognized by the United States Government. Passive control that is used by
 PH1156.both nations may share the same or similar designations or descriptions but
 PH1156.do not share official positions or heights. The 'Station Description' may
 PH1156.originate from a Canadian 'Station Report' and if so contains information
 PH1156.licensed under the 'Open Government License - Canada'.
 PH1156
 PH1156.The horizontal coordinates were scaled from a map and have
 PH1156.an estimated accuracy of +/- 6 seconds.
 PH1156
 PH1156.The orthometric height was determined by differential leveling and
 PH1156.adjusted by the NATIONAL GEODETIC SURVEY
 PH1156.in June 1991.
 PH1156
 PH1156.Significant digits in the geoid height do not necessarily reflect accuracy.
 PH1156
 PH1156.Click photographs - Photos may exist for this station.
 PH1156
 PH1156.The dynamic height is computed by dividing the NAVD 88
 PH1156.geopotential number by the normal gravity value computed on the
 PH1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1156.degrees latitude (g = 980.6199 gals.).
 PH1156
 PH1156.The modeled gravity was interpolated from observed gravity values.
 PH1156
 PH1156
 PH1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ215109(NAD 83)
 PH1156
 PH1156                          SUPERSEDED SURVEY CONTROL
 PH1156
 PH1156  NGVD 29 (??/??/92)   81.555  (m)          267.57   (f) ADJ UNCH    1 0
 PH1156
 PH1156.Superseded values are not recommended for survey control.
 PH1156
 PH1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1156.See file dsdata.pdf to determine how the superseded data were derived.
 PH1156
 PH1156_MARKER: DD = SURVEY DISK
 PH1156_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH1156_SP_SET: SIDEWALK
 PH1156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1156
 PH1156  HISTORY     - Date     Condition        Report By
 PH1156  HISTORY     - UNK      MONUMENTED       USLS
 PH1156  HISTORY     - 1969     GOOD             USLS
 PH1156  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 PH1156
 PH1156                          STATION DESCRIPTION
 PH1156
 PH1156'DESCRIBED BY US LAKE SURVEY 1969
 PH1156'IN INTERNATIONAL BOUNDARY.
 PH1156'STONE BRIDGE OVER INTERNATIONAL RIFT BETWEEN HILL AND WELLS ISLANDS,
 PH1156'AT INTERNATIONAL BOUNDARY, 0.7 MILE SOUTH OF SOUTH END OF CANADIAN
 PH1156'SPAN OF THOUSAND ISLANDS BRIDGE, TABLET IN TOP OF EAST SIDEWALK, 61
 PH1156'FEET NORTH OF INTERNATIONAL BOUNDARY PLAQUE IN EAST STONE WALL OF
 PH1156'BRIDGE, 72 FEET SOUTH OF CANADIAN CUSTOMS AND IMMIGRATION DEPOT, 6
 PH1156'INCHES FROM WALL AND DIRECTLY BELOW NORTHEAST LAMP STANDARD.
 PH1156
 PH1156                          STATION RECOVERY (1989)
 PH1156
 PH1156'RECOVERY NOTE BY US POWER SQUADRON 1989 (RRZ)
 PH1156'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG1233 ***********************************************************************
 PG1233  DESIGNATION -  32 A
 PG1233  PID         -  PG1233
 PG1233  STATE/COUNTY-  PQ/MEMPHREMAGOG
 PG1233  COUNTRY     -  CANADA
 PG1233  NTS MAPSHEET-  LAC MEMPHREMAGOG (2020)
 PG1233
 PG1233                         *CURRENT SURVEY CONTROL
 PG1233  ______________________________________________________________________
 PG1233* NAD 83(1986) POSITION- 45 02 03.     (N) 072 08 33.     (W)   SCALED
 PG1233* NAVD 88 ORTHO HEIGHT -   214.869 (meters)      704.95  (feet) ADJUSTED
 PG1233  ______________________________________________________________________
 PG1233  GEOID HEIGHT    -        -28.534 (meters)                     EGM08
 PG1233  DYNAMIC HEIGHT  -        214.852 (meters)      704.89  (feet) COMP
 PG1233  MODELED GRAVITY -    980,532.6   (mgal)                       NAVD 88
 PG1233
 PG1233  VERT ORDER      -  FIRST     CLASS II
 PG1233
 PG1233.The positional and height information provided upon this datasheet are not
 PG1233.officially recognized by the Government of Canada, provincial governments
 PG1233.within Canada, nor are they intended to replace or substitute for them.
 PG1233.The intent of sharing this data is to allow access to positions or heights
 PG1233.recognized by the United States Government. Passive control that is used by
 PG1233.both nations may share the same or similar designations or descriptions but
 PG1233.do not share official positions or heights. The 'Station Description' may
 PG1233.originate from a Canadian 'Station Report' and if so contains information
 PG1233.licensed under the 'Open Government License - Canada'.
 PG1233
 PG1233.The horizontal coordinates were scaled from a map and have
 PG1233.an estimated accuracy of +/- 6 seconds.
 PG1233
 PG1233.The orthometric height was determined by differential leveling and
 PG1233.adjusted by the NATIONAL GEODETIC SURVEY
 PG1233.in June 1991.
 PG1233
 PG1233.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG1233
 PG1233.Click photographs - Photos may exist for this station.
 PG1233
 PG1233.The dynamic height is computed by dividing the NAVD 88
 PG1233.geopotential number by the normal gravity value computed on the
 PG1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1233.degrees latitude (g = 980.6199 gals.).
 PG1233
 PG1233.The modeled gravity was interpolated from observed gravity values.
 PG1233
 PG1233
 PG1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYQ250907(NAD 83)
 PG1233
 PG1233                          SUPERSEDED SURVEY CONTROL
 PG1233
 PG1233  NGVD 29 (11/26/84)  214.986  (m)          705.33   (f) ADJUSTED    1 2
 PG1233
 PG1233.Superseded values are not recommended for survey control.
 PG1233
 PG1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1233.See file dsdata.pdf to determine how the superseded data were derived.
 PG1233
 PG1233_MARKER: B = BOLT
 PG1233_SETTING: 66 = SET IN ROCK OUTCROP
 PG1233_STAMPING: G.S.C. BM.
 PG1233_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PG1233+STABILITY: POSITION/ELEVATION WELL
 PG1233
 PG1233  HISTORY     - Date     Condition        Report By
 PG1233  HISTORY     - UNK      MONUMENTED       GSC
 PG1233  HISTORY     - 1922     GOOD             CGS
 PG1233
 PG1233                          STATION DESCRIPTION
 PG1233
 PG1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 PG1233'1.75 MI N FROM BEEBE JUNCTION.
 PG1233'ABOUT 150 FEET SOUTH OF A ROCK-CUT ON A CURVE OF THE BOSTON AND MAINE
 PG1233'RAILROAD TRACK, IN THE EAST FACE OF THE SOUTH ABUTMENT OF A ROUGH
 PG1233'STONE CULVERT, IN THE FIRST COURSE BELOW THE CAPSTONE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG1234 ***********************************************************************
 PG1234  DESIGNATION -  34 GSC
 PG1234  PID         -  PG1234
 PG1234  STATE/COUNTY-  PQ/MEMPHREMAGOG
 PG1234  COUNTRY     -  CANADA
 PG1234  NTS MAPSHEET-  LAC MEMPHREMAGOG (2020)
 PG1234
 PG1234                         *CURRENT SURVEY CONTROL
 PG1234  ______________________________________________________________________
 PG1234* NAD 83(1986) POSITION- 45 02 51.     (N) 072 08 19.     (W)   SCALED
 PG1234* NAVD 88 ORTHO HEIGHT -   306.816 (meters)     1006.61  (feet) ADJUSTED
 PG1234  ______________________________________________________________________
 PG1234  GEOID HEIGHT    -        -28.534 (meters)                     EGM08
 PG1234  DYNAMIC HEIGHT  -        306.794 (meters)     1006.54  (feet) COMP
 PG1234  MODELED GRAVITY -    980,536.4   (mgal)                       NAVD 88
 PG1234
 PG1234  VERT ORDER      -  FIRST     CLASS II
 PG1234
 PG1234.The positional and height information provided upon this datasheet are not
 PG1234.officially recognized by the Government of Canada, provincial governments
 PG1234.within Canada, nor are they intended to replace or substitute for them.
 PG1234.The intent of sharing this data is to allow access to positions or heights
 PG1234.recognized by the United States Government. Passive control that is used by
 PG1234.both nations may share the same or similar designations or descriptions but
 PG1234.do not share official positions or heights. The 'Station Description' may
 PG1234.originate from a Canadian 'Station Report' and if so contains information
 PG1234.licensed under the 'Open Government License - Canada'.
 PG1234
 PG1234.The horizontal coordinates were scaled from a map and have
 PG1234.an estimated accuracy of +/- 6 seconds.
 PG1234
 PG1234.The orthometric height was determined by differential leveling and
 PG1234.adjusted by the NATIONAL GEODETIC SURVEY
 PG1234.in June 1991.
 PG1234
 PG1234.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG1234
 PG1234.Click photographs - Photos may exist for this station.
 PG1234
 PG1234.The dynamic height is computed by dividing the NAVD 88
 PG1234.geopotential number by the normal gravity value computed on the
 PG1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1234.degrees latitude (g = 980.6199 gals.).
 PG1234
 PG1234.The modeled gravity was interpolated from observed gravity values.
 PG1234
 PG1234
 PG1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYQ253922(NAD 83)
 PG1234
 PG1234                          SUPERSEDED SURVEY CONTROL
 PG1234
 PG1234  NGVD 29 (11/26/84)  306.922  (m)         1006.96   (f) ADJUSTED    1 2
 PG1234
 PG1234.Superseded values are not recommended for survey control.
 PG1234
 PG1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1234.See file dsdata.pdf to determine how the superseded data were derived.
 PG1234
 PG1234_MARKER: B = BOLT
 PG1234_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG1234_SP_SET: CULVERT
 PG1234_STAMPING: G.S.C. B.M.
 PG1234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG1234
 PG1234  HISTORY     - Date     Condition        Report By
 PG1234  HISTORY     - UNK      MONUMENTED       GSC
 PG1234  HISTORY     - 1922     GOOD             CGS
 PG1234
 PG1234                          STATION DESCRIPTION
 PG1234
 PG1234'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 PG1234'IN STANSTEAD.
 PG1234'ABOUT 45 FEET EAST OF THE BOSTON AND MAINE RAILROAD WATER TANK, ON THE
 PG1234'NORTH END OF AN OLD STONE CULVERT, IN THE EAST END OF THE NORTH FACE
 PG1234'OF THE CAP-STONE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG1239 ***********************************************************************
 PG1239  DESIGNATION -  53
 PG1239  PID         -  PG1239
 PG1239  STATE/COUNTY-  PQ/BROME MISSISQUOI
 PG1239  COUNTRY     -  CANADA
 PG1239  NTS MAPSHEET-  COWANSVILLE (2020)
 PG1239
 PG1239                         *CURRENT SURVEY CONTROL
 PG1239  ______________________________________________________________________
 PG1239* NAD 83(1986) POSITION- 45 03 04.     (N) 072 38 19.     (W)   SCALED
 PG1239* NAVD 88 ORTHO HEIGHT -   150.247 (meters)      492.94  (feet) POSTED
 PG1239  ______________________________________________________________________
 PG1239  GEOID HEIGHT    -        -28.717 (meters)                     EGM08
 PG1239  DYNAMIC HEIGHT  -        150.24  (meters)      492.9   (feet) COMP
 PG1239  MODELED GRAVITY -    980,565.0   (mgal)                       NAVD 88
 PG1239
 PG1239  VERT ORDER      -  * POSTED, SEE BELOW
 PG1239
 PG1239.The positional and height information provided upon this datasheet are not
 PG1239.officially recognized by the Government of Canada, provincial governments
 PG1239.within Canada, nor are they intended to replace or substitute for them.
 PG1239.The intent of sharing this data is to allow access to positions or heights
 PG1239.recognized by the United States Government. Passive control that is used by
 PG1239.both nations may share the same or similar designations or descriptions but
 PG1239.do not share official positions or heights. The 'Station Description' may
 PG1239.originate from a Canadian 'Station Report' and if so contains information
 PG1239.licensed under the 'Open Government License - Canada'.
 PG1239
 PG1239.The horizontal coordinates were scaled from a map and have
 PG1239.an estimated accuracy of +/- 6 seconds.
 PG1239
 PG1239.The orthometric height was determined by differential leveling
 PG1239.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 PG1239
 PG1239.* This is a POSTED BENCH MARK height.
 PG1239
 PG1239.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG1239
 PG1239.Click photographs - Photos may exist for this station.
 PG1239
 PG1239.The dynamic height is computed by dividing the NAVD 88
 PG1239.geopotential number by the normal gravity value computed on the
 PG1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1239.degrees latitude (g = 980.6199 gals.).
 PG1239
 PG1239.The modeled gravity was interpolated from observed gravity values.
 PG1239
 PG1239
 PG1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ859913(NAD 83)
 PG1239
 PG1239                          SUPERSEDED SURVEY CONTROL
 PG1239
 PG1239  NGVD 29 (11/26/84)  150.374  (m)          493.35   (f) ADJUSTED    1 2
 PG1239
 PG1239.Superseded values are not recommended for survey control.
 PG1239
 PG1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1239.See file dsdata.pdf to determine how the superseded data were derived.
 PG1239
 PG1239_MARKER: B = BOLT
 PG1239_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG1239_SP_SET: CULVERT
 PG1239_STAMPING: G.S.C. B.M.
 PG1239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG1239
 PG1239  HISTORY     - Date     Condition        Report By
 PG1239  HISTORY     - UNK      MONUMENTED       GSC
 PG1239  HISTORY     - 1922     GOOD             CGS
 PG1239
 PG1239                          STATION DESCRIPTION
 PG1239
 PG1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 PG1239'1.5 MI N FROM ABERCORN.
 PG1239'ON THE CANADIAN PACIFIC RAILWAY AT MILEAGE 23.4, IN THE CAP-STONE ON
 PG1239'THE WEST END OF AND OLD GRANITE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG1238 ***********************************************************************
 PG1238  DESIGNATION -  54
 PG1238  PID         -  PG1238
 PG1238  STATE/COUNTY-  PQ/BROME MISSISQUOI
 PG1238  COUNTRY     -  CANADA
 PG1238  NTS MAPSHEET-  COWANSVILLE (2020)
 PG1238
 PG1238                         *CURRENT SURVEY CONTROL
 PG1238  ______________________________________________________________________
 PG1238* NAD 83(1986) POSITION- 45 02 06.     (N) 072 39 08.     (W)   SCALED
 PG1238* NAVD 88 ORTHO HEIGHT -   148.051 (meters)      485.73  (feet) POSTED
 PG1238  ______________________________________________________________________
 PG1238  GEOID HEIGHT    -        -28.734 (meters)                     EGM08
 PG1238  DYNAMIC HEIGHT  -        148.05  (meters)      485.7   (feet) COMP
 PG1238  MODELED GRAVITY -    980,573.6   (mgal)                       NAVD 88
 PG1238
 PG1238  VERT ORDER      -  * POSTED, SEE BELOW
 PG1238
 PG1238.The positional and height information provided upon this datasheet are not
 PG1238.officially recognized by the Government of Canada, provincial governments
 PG1238.within Canada, nor are they intended to replace or substitute for them.
 PG1238.The intent of sharing this data is to allow access to positions or heights
 PG1238.recognized by the United States Government. Passive control that is used by
 PG1238.both nations may share the same or similar designations or descriptions but
 PG1238.do not share official positions or heights. The 'Station Description' may
 PG1238.originate from a Canadian 'Station Report' and if so contains information
 PG1238.licensed under the 'Open Government License - Canada'.
 PG1238
 PG1238.The horizontal coordinates were scaled from a map and have
 PG1238.an estimated accuracy of +/- 6 seconds.
 PG1238
 PG1238.The orthometric height was determined by differential leveling
 PG1238.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 PG1238
 PG1238.* This is a POSTED BENCH MARK height.
 PG1238
 PG1238.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG1238
 PG1238.Click photographs - Photos may exist for this station.
 PG1238
 PG1238.The dynamic height is computed by dividing the NAVD 88
 PG1238.geopotential number by the normal gravity value computed on the
 PG1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1238.degrees latitude (g = 980.6199 gals.).
 PG1238
 PG1238.The modeled gravity was interpolated from observed gravity values.
 PG1238
 PG1238
 PG1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ849895(NAD 83)
 PG1238
 PG1238                          SUPERSEDED SURVEY CONTROL
 PG1238
 PG1238  NGVD 29 (11/26/84)  148.180  (m)          486.15   (f) ADJUSTED    1 2
 PG1238
 PG1238.Superseded values are not recommended for survey control.
 PG1238
 PG1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1238.See file dsdata.pdf to determine how the superseded data were derived.
 PG1238
 PG1238_MARKER: B = BOLT
 PG1238_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG1238_SP_SET: CULVERT
 PG1238_STAMPING: G.S.C. B.M.
 PG1238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG1238
 PG1238  HISTORY     - Date     Condition        Report By
 PG1238  HISTORY     - UNK      MONUMENTED       GSC
 PG1238  HISTORY     - 1922     GOOD             CGS
 PG1238
 PG1238                          STATION DESCRIPTION
 PG1238
 PG1238'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 PG1238'IN ABERCORN.
 PG1238'ABOUT 900 FEET NORTH OF THE CANADIAN PACIFIC RAILWAY STATION, AT
 PG1238'MILEAGE 24.7, IN THE WEST FACE OF A CONCRETE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 QH0037 ***********************************************************************
 QH0037  DESIGNATION -  541 G GSC
 QH0037  PID         -  QH0037
 QH0037  STATE/COUNTY-  PQ/COATICOOK
 QH0037  COUNTRY     -  CANADA
 QH0037  NTS MAPSHEET-  COATICOOK (2020)
 QH0037
 QH0037                         *CURRENT SURVEY CONTROL
 QH0037  ______________________________________________________________________
 QH0037* NAD 83(1986) POSITION- 45 01 00.     (N) 071 47 58.     (W)   SCALED
 QH0037* NAVD 88 ORTHO HEIGHT -   377.502 (meters)     1238.52  (feet) ADJUSTED
 QH0037  ______________________________________________________________________
 QH0037  GEOID HEIGHT    -        -28.267 (meters)                     EGM08
 QH0037  DYNAMIC HEIGHT  -        377.452 (meters)     1238.36  (feet) COMP
 QH0037  MODELED GRAVITY -    980,473.5   (mgal)                       NAVD 88
 QH0037
 QH0037  VERT ORDER      -  SECOND    CLASS 0
 QH0037
 QH0037.The positional and height information provided upon this datasheet are not
 QH0037.officially recognized by the Government of Canada, provincial governments
 QH0037.within Canada, nor are they intended to replace or substitute for them.
 QH0037.The intent of sharing this data is to allow access to positions or heights
 QH0037.recognized by the United States Government. Passive control that is used by
 QH0037.both nations may share the same or similar designations or descriptions but
 QH0037.do not share official positions or heights. The 'Station Description' may
 QH0037.originate from a Canadian 'Station Report' and if so contains information
 QH0037.licensed under the 'Open Government License - Canada'.
 QH0037
 QH0037.The horizontal coordinates were scaled from a map and have
 QH0037.an estimated accuracy of +/- 6 seconds.
 QH0037
 QH0037.The orthometric height was determined by differential leveling and
 QH0037.adjusted by the NATIONAL GEODETIC SURVEY
 QH0037.in June 1991.
 QH0037
 QH0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 QH0037
 QH0037.Click photographs - Photos may exist for this station.
 QH0037
 QH0037.The dynamic height is computed by dividing the NAVD 88
 QH0037.geopotential number by the normal gravity value computed on the
 QH0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QH0037.degrees latitude (g = 980.6199 gals.).
 QH0037
 QH0037.The modeled gravity was interpolated from observed gravity values.
 QH0037
 QH0037
 QH0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBK794886(NAD 83)
 QH0037
 QH0037                          SUPERSEDED SURVEY CONTROL
 QH0037
 QH0037  NGVD 29 (??/??/92)  377.626  (m)         1238.93   (f) ADJ UNCH    2 0
 QH0037
 QH0037.Superseded values are not recommended for survey control.
 QH0037
 QH0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0037.See file dsdata.pdf to determine how the superseded data were derived.
 QH0037
 QH0037_MARKER: B = BOLT
 QH0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0037+STABILITY: SURFACE MOTION
 QH0037
 QH0037  HISTORY     - Date     Condition        Report By
 QH0037  HISTORY     - UNK      MONUMENTED       GSC
 QH0037  HISTORY     - 1963     GOOD             CGS
 QH0037
 QH0037                          STATION DESCRIPTION
 QH0037
 QH0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 QH0037'0.5 MI N FROM NORTON.
 QH0037'IN STANSTEAD COUNTY, QUEBEC PROVINCE, CANADA, ABOUT 0.5 MILE
 QH0037'NORTH ALONG THE CANADIAN NATIONAL RAILWAY FROM THE STATION AT
 QH0037'NORTON, ESSEX COUNTY, VERMONT, U.S.A., AT POLE 131+6, ABOUT 105
 QH0037'YARDS SOUTH OF A ROAD CROSSING, 3 FEET EAST OF THE WEST END OF
 QH0037'THE RIGHT-OF-WAY, AND IN A CONCRETE BENCH-MARK PIER.  AN IRON
 QH0037'BOLT, SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG1237 ***********************************************************************
 PG1237  DESIGNATION -  55
 PG1237  PID         -  PG1237
 PG1237  STATE/COUNTY-  PQ/BROME MISSISQUOI
 PG1237  COUNTRY     -  CANADA
 PG1237  NTS MAPSHEET-  COWANSVILLE (2020)
 PG1237
 PG1237                         *CURRENT SURVEY CONTROL
 PG1237  ______________________________________________________________________
 PG1237* NAD 83(1986) POSITION- 45 01 16.     (N) 072 39 41.     (W)   SCALED
 PG1237* NAVD 88 ORTHO HEIGHT -   150.198 (meters)      492.77  (feet) POSTED
 PG1237  ______________________________________________________________________
 PG1237  GEOID HEIGHT    -        -28.740 (meters)                     EGM08
 PG1237  DYNAMIC HEIGHT  -        150.19  (meters)      492.7   (feet) COMP
 PG1237  MODELED GRAVITY -    980,579.6   (mgal)                       NAVD 88
 PG1237
 PG1237  VERT ORDER      -  * POSTED, SEE BELOW
 PG1237
 PG1237.The positional and height information provided upon this datasheet are not
 PG1237.officially recognized by the Government of Canada, provincial governments
 PG1237.within Canada, nor are they intended to replace or substitute for them.
 PG1237.The intent of sharing this data is to allow access to positions or heights
 PG1237.recognized by the United States Government. Passive control that is used by
 PG1237.both nations may share the same or similar designations or descriptions but
 PG1237.do not share official positions or heights. The 'Station Description' may
 PG1237.originate from a Canadian 'Station Report' and if so contains information
 PG1237.licensed under the 'Open Government License - Canada'.
 PG1237
 PG1237.The horizontal coordinates were scaled from a map and have
 PG1237.an estimated accuracy of +/- 6 seconds.
 PG1237
 PG1237.The orthometric height was determined by differential leveling
 PG1237.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 PG1237
 PG1237.* This is a POSTED BENCH MARK height.
 PG1237
 PG1237.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG1237
 PG1237.Click photographs - Photos may exist for this station.
 PG1237
 PG1237.The dynamic height is computed by dividing the NAVD 88
 PG1237.geopotential number by the normal gravity value computed on the
 PG1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1237.degrees latitude (g = 980.6199 gals.).
 PG1237
 PG1237.The modeled gravity was interpolated from observed gravity values.
 PG1237
 PG1237
 PG1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ842879(NAD 83)
 PG1237
 PG1237                          SUPERSEDED SURVEY CONTROL
 PG1237
 PG1237  NGVD 29 (11/26/84)  150.327  (m)          493.20   (f) ADJUSTED    1 2
 PG1237
 PG1237.Superseded values are not recommended for survey control.
 PG1237
 PG1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1237.See file dsdata.pdf to determine how the superseded data were derived.
 PG1237
 PG1237_MARKER: B = BOLT
 PG1237_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG1237_SP_SET: CULVERT
 PG1237_STAMPING: GSCBM
 PG1237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG1237
 PG1237  HISTORY     - Date     Condition        Report By
 PG1237  HISTORY     - UNK      MONUMENTED       GSC
 PG1237  HISTORY     - 1922     GOOD             CGS
 PG1237
 PG1237                          STATION DESCRIPTION
 PG1237
 PG1237'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 PG1237'1.0 MI S FROM ABERCORN.
 PG1237'IN THE DOMINION OF CANADA, 1.0 MILE SOUTH ALONG THE CANADIAN PACIFIC
 PG1237'RAILWAY FROM ABERCORN, QUEBEC, AT MILEAGE 25.8, 250 FEET NORTH OF A
 PG1237'HIGHWAY CROSSING, AT A CONCRETE CULVERT, AND IN THE CENTER OF THE EAST
 PG1237'FACE.  A COPPER BOLT, STAMPED GSCBM.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG1244 ***********************************************************************
 PG1244  DESIGNATION -  581 B
 PG1244  PID         -  PG1244
 PG1244  STATE/COUNTY-  PQ/LE HAUT RICHELIEU
 PG1244  COUNTRY     -  CANADA
 PG1244  NTS MAPSHEET-  LACOLLE (2020)
 PG1244
 PG1244                         *CURRENT SURVEY CONTROL
 PG1244  ______________________________________________________________________
 PG1244* NAD 83(1986) POSITION- 45 00 37.     (N) 073 22 16.     (W)   SCALED
 PG1244* NAVD 88 ORTHO HEIGHT -    34.825 (meters)      114.26  (feet) ADJUSTED
 PG1244  ______________________________________________________________________
 PG1244  GEOID HEIGHT    -        -30.196 (meters)                     EGM08
 PG1244  DYNAMIC HEIGHT  -         34.824 (meters)      114.25  (feet) COMP
 PG1244  MODELED GRAVITY -    980,594.6   (mgal)                       NAVD 88
 PG1244
 PG1244  VERT ORDER      -  FIRST     CLASS I
 PG1244
 PG1244.The positional and height information provided upon this datasheet are not
 PG1244.officially recognized by the Government of Canada, provincial governments
 PG1244.within Canada, nor are they intended to replace or substitute for them.
 PG1244.The intent of sharing this data is to allow access to positions or heights
 PG1244.recognized by the United States Government. Passive control that is used by
 PG1244.both nations may share the same or similar designations or descriptions but
 PG1244.do not share official positions or heights. The 'Station Description' may
 PG1244.originate from a Canadian 'Station Report' and if so contains information
 PG1244.licensed under the 'Open Government License - Canada'.
 PG1244
 PG1244.The horizontal coordinates were scaled from a map and have
 PG1244.an estimated accuracy of +/- 6 seconds.
 PG1244
 PG1244.The orthometric height was determined by differential leveling and
 PG1244.adjusted by the NATIONAL GEODETIC SURVEY
 PG1244.in June 1991.
 PG1244
 PG1244.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG1244
 PG1244.Click photographs - Photos may exist for this station.
 PG1244
 PG1244.The dynamic height is computed by dividing the NAVD 88
 PG1244.geopotential number by the normal gravity value computed on the
 PG1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1244.degrees latitude (g = 980.6199 gals.).
 PG1244
 PG1244.The modeled gravity was interpolated from observed gravity values.
 PG1244
 PG1244
 PG1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ283853(NAD 83)
 PG1244
 PG1244                          SUPERSEDED SURVEY CONTROL
 PG1244
 PG1244  NGVD 29 (11/26/84)   34.958  (m)          114.69   (f) ADJUSTED    1 1
 PG1244
 PG1244.Superseded values are not recommended for survey control.
 PG1244
 PG1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1244.See file dsdata.pdf to determine how the superseded data were derived.
 PG1244
 PG1244_MARKER: B = BOLT
 PG1244_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG1244_SP_SET: CONCRETE BASE
 PG1244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG1244
 PG1244  HISTORY     - Date     Condition        Report By
 PG1244  HISTORY     - UNK      MONUMENTED       GSC
 PG1244  HISTORY     - 1973     GOOD             NGS
 PG1244
 PG1244                          STATION DESCRIPTION
 PG1244
 PG1244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PG1244'0.6 MI N FROM ROUSES POINT.
 PG1244'ABOUT 0.6 MILE NORTH ALONG STATE HIGHWAY 9B FROM THE U.S. CUSTOMS AND
 PG1244'IMMIGRATION BUILDING AT ROUSES POINT, NEW YORK, AT THE
 PG1244'AMERICAN-CANADIAN BORDER, AT A POINT WHERE STATE HIGHWAY 9B CROSSES
 PG1244'THE GRAND TRUNK RAILROAD, 93 1/2 FEET WEST OF THE CENTER LINE OF THE
 PG1244'HIGHWAY, 62 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK, 20
 PG1244'1/2 FEET SOUTH OF THE CENTER LINE OF GRAVEL ROAD, THE HORIZONTAL LINE
 PG1244'ON A 1-INCH BOLT SET IN THE VERTICAL NORTH FACE OF BORDERLINE MONUMENT
 PG1244'647, AND 0.35 FOOT ABOVE THE TOP OF CONCRETE BASE OF MONUMENT. ALSO
 PG1244'ABOUT 1.3 MILES NORTH ALONG STATE HIGHWAY 9B FROM THE POST OFFICE AT
 PG1244'ROUSES POINT, NEW YORK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 DQ9587 ***********************************************************************
 DQ9587  DESIGNATION -  60L9005
 DQ9587  PID         -  DQ9587
 DQ9587  STATE/COUNTY-  PQ/MONTREAL
 DQ9587  COUNTRY     -  CANADA
 DQ9587  NTS MAPSHEET-  LAVAL (2020)
 DQ9587
 DQ9587                         *CURRENT SURVEY CONTROL
 DQ9587  ______________________________________________________________________
 DQ9587* NAD 83(2011) POSITION- 45 31 42.94817(N) 073 32 32.00847(W)   ADJUSTED
 DQ9587* NAD 83(2011) ELLIP HT-   -17.521 (meters)        (09/20/18)   ADJUSTED
 DQ9587* NAD 83(2011) EPOCH   -  2010.00
 DQ9587* NAVD 88 ORTHO HEIGHT -    13.3   (meters)       44.    (feet) GPS OBS
 DQ9587  ______________________________________________________________________
 DQ9587  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ9587  GEOID HEIGHT    -        -30.789 (meters)                     GEOID12B
 DQ9587  GEOID HEIGHT    -        -31.482 (meters)                     EGM08
 DQ9587  NAD 83(2011) X  -  1,268,046.330 (meters)                     COMP
 DQ9587  NAD 83(2011) Y  - -4,292,466.516 (meters)                     COMP
 DQ9587  NAD 83(2011) Z  -  4,528,683.831 (meters)                     COMP
 DQ9587
 DQ9587  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ9587  Standards:
 DQ9587         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ9587            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ9587  -------------------------------------------------------------------
 DQ9587  NETWORK    0.31   0.86           0.14   0.11   0.44     -0.06146704
 DQ9587  -------------------------------------------------------------------
 DQ9587  Click here for local accuracies and other accuracy information.
 DQ9587
 DQ9587.The positional and height information provided upon this datasheet are not
 DQ9587.officially recognized by the Government of Canada, provincial governments
 DQ9587.within Canada, nor are they intended to replace or substitute for them.
 DQ9587.The intent of sharing this data is to allow access to positions or heights
 DQ9587.recognized by the United States Government. Passive control that is used by
 DQ9587.both nations may share the same or similar designations or descriptions but
 DQ9587.do not share official positions or heights. The 'Station Description' may
 DQ9587.originate from a Canadian 'Station Report' and if so contains information
 DQ9587.licensed under the 'Open Government License - Canada'.
 DQ9587
 DQ9587.The horizontal coordinates were established by GPS observations
 DQ9587.and adjusted by the National Geodetic Survey in September 2018.
 DQ9587
 DQ9587.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ9587.been affixed to the stable North American tectonic plate. See 
 DQ9587.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ9587
 DQ9587.The horizontal coordinates are valid at the epoch date displayed above
 DQ9587.which is a decimal equivalence of Year/Month/Day.
 DQ9587
 DQ9587.The orthometric height was determined by GPS observations and a
 DQ9587.high-resolution geoid model.
 DQ9587
 DQ9587.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9587
 DQ9587.Click photographs - Photos may exist for this station.
 DQ9587
 DQ9587.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ9587
 DQ9587.The ellipsoidal height was determined by GPS observations
 DQ9587.and is referenced to NAD 83.
 DQ9587
 DQ9587. The following values were computed from the NAD 83(2011) position.
 DQ9587
 DQ9587;                    North         East     Units Scale Factor Converg.
 DQ9587;UTM  18      - 5,042,707.022   613,833.454   MT  0.99975932   +1 02 25.4
 DQ9587
 DQ9587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ9587!UTM  18      -   1.00000275  x   0.99975932  =   0.99976207
 DQ9587
 DQ9587_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXR1383342707(NAD 83)
 DQ9587
 DQ9587                          SUPERSEDED SURVEY CONTROL
 DQ9587
 DQ9587.No superseded survey control is available for this station.
 DQ9587
 DQ9587_MARKER: DD = SURVEY DISK
 DQ9587_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ9587_SP_SET: WHARF
 DQ9587_STAMPING: MOFS-2
 DQ9587_MARK LOGO: CHS
 DQ9587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ9587+STABILITY: SURFACE MOTION
 DQ9587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9587+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2015
 DQ9587
 DQ9587  HISTORY     - Date     Condition        Report By
 DQ9587  HISTORY     - 1960     MONUMENTED       CHS
 DQ9587  HISTORY     - 20150824 GOOD             CADNR
 DQ9587
 DQ9587                          STATION DESCRIPTION
 DQ9587
 DQ9587'DESCRIBED BY CANADIAN DEPT NAT RES 2015 (RJS)
 DQ9587'MONTREAL WHARF, IMMEDIATELY EAST OF NOTRE-DAME EST STREET AT POUPART
 DQ9587'STREET, IN THE TOP OF CONCRETE COPING APPROXIMATELY 16 M (52.5 FT)
 DQ9587'SOUTHEAST OF THE GAUGE BUILDING, 85 CM (33 INCHES) IN FROM THE
 DQ9587'NORTHEAST COPING. NOTE--ADDITIONAL STAMPING OF ---BO--- AND FAINT
 DQ9587'STAMPING OF ---MOFS-2--- APPEAR ON DISK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 TY4153 ***********************************************************************
 TY4153  DESIGNATION -  60L9012
 TY4153  PID         -  TY4153
 TY4153  STATE/COUNTY-  PQ/FRANCHEVILLE
 TY4153  COUNTRY     -  CANADA
 TY4153  NTS MAPSHEET-  GRONDINES (2020)
 TY4153
 TY4153                         *CURRENT SURVEY CONTROL
 TY4153  ______________________________________________________________________
 TY4153* NAD 83(2011) POSITION- 46 30 01.42097(N) 072 14 45.63614(W)   ADJUSTED
 TY4153* NAD 83(2011) ELLIP HT-   -23.798 (meters)        (09/20/18)   ADJUSTED
 TY4153* NAD 83(2011) EPOCH   -  2010.00
 TY4153* NAVD 88 ORTHO HEIGHT -     6.1   (meters)       20.    (feet) GPS OBS
 TY4153  ______________________________________________________________________
 TY4153  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 TY4153  GEOID HEIGHT    -        -29.906 (meters)                     GEOID12B
 TY4153  GEOID HEIGHT    -        -30.579 (meters)                     EGM08
 TY4153  NAD 83(2011) X  -  1,341,122.807 (meters)                     COMP
 TY4153  NAD 83(2011) Y  - -4,188,661.827 (meters)                     COMP
 TY4153  NAD 83(2011) Z  -  4,603,693.339 (meters)                     COMP
 TY4153
 TY4153  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 TY4153  Standards:
 TY4153         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 TY4153            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 TY4153  -------------------------------------------------------------------
 TY4153  NETWORK    0.31   0.94           0.14   0.11   0.48     -0.11215154
 TY4153  -------------------------------------------------------------------
 TY4153  Click here for local accuracies and other accuracy information.
 TY4153
 TY4153.The positional and height information provided upon this datasheet are not
 TY4153.officially recognized by the Government of Canada, provincial governments
 TY4153.within Canada, nor are they intended to replace or substitute for them.
 TY4153.The intent of sharing this data is to allow access to positions or heights
 TY4153.recognized by the United States Government. Passive control that is used by
 TY4153.both nations may share the same or similar designations or descriptions but
 TY4153.do not share official positions or heights. The 'Station Description' may
 TY4153.originate from a Canadian 'Station Report' and if so contains information
 TY4153.licensed under the 'Open Government License - Canada'.
 TY4153
 TY4153.The horizontal coordinates were established by GPS observations
 TY4153.and adjusted by the National Geodetic Survey in September 2018.
 TY4153
 TY4153.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 TY4153.been affixed to the stable North American tectonic plate. See 
 TY4153.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 TY4153
 TY4153.The horizontal coordinates are valid at the epoch date displayed above
 TY4153.which is a decimal equivalence of Year/Month/Day.
 TY4153
 TY4153.The orthometric height was determined by GPS observations and a
 TY4153.high-resolution geoid model.
 TY4153
 TY4153.Significant digits in the geoid height do not necessarily reflect accuracy.
 TY4153
 TY4153.Click photographs - Photos may exist for this station.
 TY4153
 TY4153.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TY4153
 TY4153.The ellipsoidal height was determined by GPS observations
 TY4153.and is referenced to NAD 83.
 TY4153
 TY4153. The following values were computed from the NAD 83(2011) position.
 TY4153
 TY4153;                    North         East     Units Scale Factor Converg.
 TY4153;UTM  18      - 5,153,332.455   711,313.154   MT  1.00014891   +1 59 54.3
 TY4153
 TY4153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TY4153!UTM  18      -   1.00000373  x   1.00014891  =   1.00015264
 TY4153
 TY4153_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYS1131353332(NAD 83)
 TY4153
 TY4153                          SUPERSEDED SURVEY CONTROL
 TY4153
 TY4153.No superseded survey control is available for this station.
 TY4153
 TY4153_MARKER: DD = SURVEY DISK
 TY4153_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 TY4153_SP_SET: CONCRETE PAD
 TY4153_STAMPING: BATIS III 1960
 TY4153_MARK LOGO: CHS
 TY4153_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TY4153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TY4153+STABILITY: SURFACE MOTION
 TY4153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TY4153+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2015
 TY4153
 TY4153  HISTORY     - Date     Condition        Report By
 TY4153  HISTORY     - 1977     MONUMENTED
 TY4153  HISTORY     - 20150827 GOOD             CADNR
 TY4153
 TY4153                          STATION DESCRIPTION
 TY4153
 TY4153'DESCRIBED BY CANADIAN DEPT NAT RES 2015 (RJS)
 TY4153'AT NORTHWEST CORNER OF DOCK, A DISK IN THE SOUTHEAST CORNER OF
 TY4153'CONCRETE FOUNDATION FOR BOLLARD, 7.0 M (23.0 FT) FROM THE SOUTHWEST
 TY4153'CORNER OF GAUGE BUILDING, 1.45 M (4.8 FT) FROM NORTHERN EDGE OF DOCK
 TY4153'AND 1.05 M (3.4 FT) FROM BOLLARD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2624 ***********************************************************************
 PG2624  DESIGNATION -  632508
 PG2624  PID         -  PG2624
 PG2624  STATE/COUNTY-  PQ/L ILE D ORLEANS
 PG2624  COUNTRY     -  CANADA
 PG2624  NTS MAPSHEET-  LAVAL (2020)
 PG2624
 PG2624                         *CURRENT SURVEY CONTROL
 PG2624  ______________________________________________________________________
 PG2624* NAD 83(2011) POSITION- 45 33 50.19323(N) 073 44 13.99195(W)   ADJUSTED
 PG2624* NAD 83(2011) ELLIP HT-     9.089 (meters)        (06/27/12)   ADJUSTED
 PG2624* NAD 83(2011) EPOCH   -  2010.00
 PG2624* NAVD 88 ORTHO HEIGHT -    40.1   (meters)      132.    (feet) GPS OBS
 PG2624  ______________________________________________________________________
 PG2624  NAVD 88 orthometric height was determined with geoid model    GEOID93
 PG2624  GEOID HEIGHT    -        -31.240 (meters)                     GEOID93
 PG2624  GEOID HEIGHT    -        -31.777 (meters)                     EGM08
 PG2624  NAD 83(2011) X  -  1,252,650.342 (meters)                     COMP
 PG2624  NAD 83(2011) Y  - -4,294,083.127 (meters)                     COMP
 PG2624  NAD 83(2011) Z  -  4,531,454.029 (meters)                     COMP
 PG2624
 PG2624  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PG2624  Standards:
 PG2624         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PG2624            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PG2624  -------------------------------------------------------------------
 PG2624  NETWORK    2.77   6.02           1.07   1.15   3.07      0.36962052
 PG2624  -------------------------------------------------------------------
 PG2624  Click here for local accuracies and other accuracy information.
 PG2624
 PG2624.The positional and height information provided upon this datasheet are not
 PG2624.officially recognized by the Government of Canada, provincial governments
 PG2624.within Canada, nor are they intended to replace or substitute for them.
 PG2624.The intent of sharing this data is to allow access to positions or heights
 PG2624.recognized by the United States Government. Passive control that is used by
 PG2624.both nations may share the same or similar designations or descriptions but
 PG2624.do not share official positions or heights. The 'Station Description' may
 PG2624.originate from a Canadian 'Station Report' and if so contains information
 PG2624.licensed under the 'Open Government License - Canada'.
 PG2624
 PG2624.The horizontal coordinates were established by GPS observations
 PG2624.and adjusted by the National Geodetic Survey in June 2012.
 PG2624
 PG2624.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PG2624.been affixed to the stable North American tectonic plate. See 
 PG2624.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PG2624
 PG2624.The horizontal coordinates are valid at the epoch date displayed above
 PG2624.which is a decimal equivalence of Year/Month/Day.
 PG2624
 PG2624.The orthometric height was determined by GPS observations and a
 PG2624.high-resolution geoid model.
 PG2624
 PG2624.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2624
 PG2624.Click photographs - Photos may exist for this station.
 PG2624
 PG2624.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PG2624
 PG2624.The ellipsoidal height was determined by GPS observations
 PG2624.and is referenced to NAD 83.
 PG2624
 PG2624. The following values were computed from the NAD 83(2011) position.
 PG2624
 PG2624;                    North         East     Units Scale Factor Converg.
 PG2624;UTM  18      - 5,046,375.843   598,545.085   MT  0.99971939   +0 54 06.3
 PG2624
 PG2624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2624!UTM  18      -   0.99999858  x   0.99971939  =   0.99971797
 PG2624
 PG2624_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWR9854546375(NAD 83)
 PG2624
 PG2624                          SUPERSEDED SURVEY CONTROL
 PG2624
 PG2624  NAD 83(2007)-  45 33 50.19357(N)    073 44 13.99291(W) AD(2002.00) 0
 PG2624  ELLIP H (02/10/07)    9.104  (m)                       GP(2002.00)    
 PG2624  NAD 83(1996)-  45 33 50.19427(N)    073 44 13.99342(W) AD(       ) A
 PG2624  ELLIP H (07/24/97)    9.051  (m)                       GP(       ) 3 2
 PG2624  NAD 83(1986)-  45 33 50.19939(N)    073 44 14.00090(W) AD(       ) A
 PG2624  NAD 83(1992)-  45 33 50.19263(N)    073 44 13.99270(W) AD(       ) A
 PG2624  ELLIP H (04/16/93)    9.040  (m)                       GP(       ) 3 1
 PG2624
 PG2624.Superseded values are not recommended for survey control.
 PG2624
 PG2624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2624.See file dsdata.pdf to determine how the superseded data were derived.
 PG2624
 PG2624_MARKER: DD = SURVEY DISK
 PG2624_SETTING: 0 = UNSPECIFIED SETTING
 PG2624_STAMPING: 632508
 PG2624_MARK LOGO: GSC
 PG2624_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PG2624_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG2624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PG2624+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1992
 PG2624
 PG2624  HISTORY     - Date     Condition        Report By
 PG2624  HISTORY     - UNK      MONUMENTED       GSC
 PG2624  HISTORY     - 19920914 GOOD             GSC
 PG2624
 PG2624                          STATION DESCRIPTION
 PG2624
 PG2624'DESCRIBED BY GEODETIC SURVEY OF CANADA 1992
 PG2624'THIS MARK IS LOCATED IN LAVAL, QUEBEC, NEAR MONTREAL.  FOR ADDITIONAL
 PG2624'INFORMATION AND A COMPLETE DESCRIPTION CONTACT THE QUEBEC GEODETIC
 PG2624'SURVEY --- MR BERNARD PERRON, MINISTERE DE L ENERGIE ET RESSOURCED,
 PG2624'SERVICE DE LA GEODESIE, 1995 BOULEVARD CHAREST QUEST, SAINTE-FOY
 PG2624'(QUEBEC), CANADA GIN 4H9, PHONE 418-644-0440.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 TY3902 ***********************************************************************
 TY3902  DESIGNATION -  63L9008
 TY3902  PID         -  TY3902
 TY3902  STATE/COUNTY-  PQ/BECANCOUR
 TY3902  COUNTRY     -  CANADA
 TY3902  NTS MAPSHEET-  GRONDINES (2020)
 TY3902
 TY3902                         *CURRENT SURVEY CONTROL
 TY3902  ______________________________________________________________________
 TY3902* NAD 83(2011) POSITION- 46 33 38.46589(N) 072 06 21.86951(W)   ADJUSTED
 TY3902* NAD 83(2011) ELLIP HT-   -23.748 (meters)        (09/20/18)   ADJUSTED
 TY3902* NAD 83(2011) EPOCH   -  2010.00
 TY3902* NAVD 88 ORTHO HEIGHT -     5.8   (meters)       19.    (feet) GPS OBS
 TY3902  ______________________________________________________________________
 TY3902  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 TY3902  GEOID HEIGHT    -        -29.581 (meters)                     GEOID12B
 TY3902  GEOID HEIGHT    -        -30.262 (meters)                     EGM08
 TY3902  NAD 83(2011) X  -  1,349,854.447 (meters)                     COMP
 TY3902  NAD 83(2011) Y  - -4,180,745.312 (meters)                     COMP
 TY3902  NAD 83(2011) Z  -  4,608,304.095 (meters)                     COMP
 TY3902
 TY3902  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 TY3902  Standards:
 TY3902         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 TY3902            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 TY3902  -------------------------------------------------------------------
 TY3902  NETWORK    0.34   1.16           0.16   0.11   0.59      0.02603103
 TY3902  -------------------------------------------------------------------
 TY3902  Click here for local accuracies and other accuracy information.
 TY3902
 TY3902.The positional and height information provided upon this datasheet are not
 TY3902.officially recognized by the Government of Canada, provincial governments
 TY3902.within Canada, nor are they intended to replace or substitute for them.
 TY3902.The intent of sharing this data is to allow access to positions or heights
 TY3902.recognized by the United States Government. Passive control that is used by
 TY3902.both nations may share the same or similar designations or descriptions but
 TY3902.do not share official positions or heights. The 'Station Description' may
 TY3902.originate from a Canadian 'Station Report' and if so contains information
 TY3902.licensed under the 'Open Government License - Canada'.
 TY3902
 TY3902.The horizontal coordinates were established by GPS observations
 TY3902.and adjusted by the National Geodetic Survey in September 2018.
 TY3902
 TY3902.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 TY3902.been affixed to the stable North American tectonic plate. See 
 TY3902.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 TY3902
 TY3902.The horizontal coordinates are valid at the epoch date displayed above
 TY3902.which is a decimal equivalence of Year/Month/Day.
 TY3902
 TY3902.The orthometric height was determined by GPS observations and a
 TY3902.high-resolution geoid model.
 TY3902
 TY3902.Significant digits in the geoid height do not necessarily reflect accuracy.
 TY3902
 TY3902.Click photographs - Photos may exist for this station.
 TY3902
 TY3902.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TY3902
 TY3902.The ellipsoidal height was determined by GPS observations
 TY3902.and is referenced to NAD 83.
 TY3902
 TY3902. The following values were computed from the NAD 83(2011) position.
 TY3902
 TY3902;                    North         East     Units Scale Factor Converg.
 TY3902;UTM  18      - 5,160,415.464   721,804.132   MT  1.00020476   +2 06 07.7
 TY3902
 TY3902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TY3902!UTM  18      -   1.00000372  x   1.00020476  =   1.00020848
 TY3902
 TY3902_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYS2180460415(NAD 83)
 TY3902
 TY3902                          SUPERSEDED SURVEY CONTROL
 TY3902
 TY3902.No superseded survey control is available for this station.
 TY3902
 TY3902_MARKER: Z = SEE DESCRIPTION
 TY3902_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TY3902_SP_SET: RETAINING WALL
 TY3902_MAGNETIC: N = NO MAGNETIC MATERIAL
 TY3902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TY3902+STABILITY: SURFACE MOTION
 TY3902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TY3902+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2015
 TY3902
 TY3902  HISTORY     - Date     Condition        Report By
 TY3902  HISTORY     - 1983     MONUMENTED
 TY3902  HISTORY     - 20150827 SEE DESCRIPTION  CADNR
 TY3902
 TY3902                          STATION DESCRIPTION
 TY3902
 TY3902'DESCRIBED BY CANADIAN DEPT NAT RES 2015 (RJS)
 TY3902'THE STATION IS THE HOLE IN THE TOP CENTER OF THE SHANK OF DISK IN THE
 TY3902'EAST CONCRETE WALL OF ENTRANCE TO WHARF AT DESCHALLIONS, 14.49 M (47.5
 TY3902'FT) FROM A LAMPPOST, 1.15 M (3.8 FT) FROM FIRST BOLLARD AND 0.17 M
 TY3902'(0.6 FT) FROM EDGE OF WALL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 RG0364 ***********************************************************************
 RG0364  DESIGNATION -  65K0295
 RG0364  PID         -  RG0364
 RG0364  STATE/COUNTY-  PQ/LEVIS
 RG0364  COUNTRY     -  CANADA
 RG0364  NTS MAPSHEET-  QUEBEC (2020)
 RG0364
 RG0364                         *CURRENT SURVEY CONTROL
 RG0364  ______________________________________________________________________
 RG0364* NAD 83(2011) POSITION- 46 48 52.68706(N) 071 09 25.85449(W)   ADJUSTED
 RG0364* NAD 83(2011) ELLIP HT-    93.065 (meters)        (06/27/12)   ADJUSTED
 RG0364* NAD 83(2011) EPOCH   -  2010.00
 RG0364* NAVD 88 ORTHO HEIGHT -   121.1   (meters)      397.    (feet) GPS OBS
 RG0364  ______________________________________________________________________
 RG0364  NAVD 88 orthometric height was determined with geoid model    GEOID93
 RG0364  GEOID HEIGHT    -        -28.260 (meters)                     GEOID93
 RG0364  GEOID HEIGHT    -        -28.788 (meters)                     EGM08
 RG0364  NAD 83(2011) X  -  1,412,296.411 (meters)                     COMP
 RG0364  NAD 83(2011) Y  - -4,138,453.141 (meters)                     COMP
 RG0364  NAD 83(2011) Z  -  4,627,754.478 (meters)                     COMP
 RG0364
 RG0364  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RG0364  Standards:
 RG0364         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RG0364            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RG0364  -------------------------------------------------------------------
 RG0364  NETWORK    3.34   7.70           1.30   1.35   3.93      0.43750547
 RG0364  -------------------------------------------------------------------
 RG0364  Click here for local accuracies and other accuracy information.
 RG0364
 RG0364.The positional and height information provided upon this datasheet are not
 RG0364.officially recognized by the Government of Canada, provincial governments
 RG0364.within Canada, nor are they intended to replace or substitute for them.
 RG0364.The intent of sharing this data is to allow access to positions or heights
 RG0364.recognized by the United States Government. Passive control that is used by
 RG0364.both nations may share the same or similar designations or descriptions but
 RG0364.do not share official positions or heights. The 'Station Description' may
 RG0364.originate from a Canadian 'Station Report' and if so contains information
 RG0364.licensed under the 'Open Government License - Canada'.
 RG0364
 RG0364.The horizontal coordinates were established by GPS observations
 RG0364.and adjusted by the National Geodetic Survey in June 2012.
 RG0364
 RG0364.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RG0364.been affixed to the stable North American tectonic plate. See 
 RG0364.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RG0364
 RG0364.The horizontal coordinates are valid at the epoch date displayed above
 RG0364.which is a decimal equivalence of Year/Month/Day.
 RG0364
 RG0364.The orthometric height was determined by GPS observations and a
 RG0364.high-resolution geoid model.
 RG0364
 RG0364.Significant digits in the geoid height do not necessarily reflect accuracy.
 RG0364
 RG0364.Click photographs - Photos may exist for this station.
 RG0364
 RG0364.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RG0364
 RG0364.The ellipsoidal height was determined by GPS observations
 RG0364.and is referenced to NAD 83.
 RG0364
 RG0364. The following values were computed from the NAD 83(2011) position.
 RG0364
 RG0364;                    North         East     Units Scale Factor Converg.
 RG0364;UTM  19      - 5,186,824.891   335,435.090   MT  0.99993287   -1 34 23.7
 RG0364
 RG0364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0364!UTM  19      -   0.99998541  x   0.99993287  =   0.99991828
 RG0364
 RG0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCM3543586824(NAD 83)
 RG0364
 RG0364                          SUPERSEDED SURVEY CONTROL
 RG0364
 RG0364  NAD 83(2007)-  46 48 52.68700(N)    071 09 25.85642(W) AD(2002.00) 0
 RG0364  ELLIP H (02/10/07)   93.105  (m)                       GP(2002.00)    
 RG0364  NAD 83(1996)-  46 48 52.68824(N)    071 09 25.85659(W) AD(       ) A
 RG0364  ELLIP H (07/24/97)   93.013  (m)                       GP(       ) 3 2
 RG0364  NAD 83(1986)-  46 48 52.69524(N)    071 09 25.86492(W) AD(       ) 1
 RG0364  NAD 83(1992)-  46 48 52.68623(N)    071 09 25.85505(W) AD(       ) A
 RG0364  ELLIP H (04/16/93)   93.019  (m)                       GP(       ) 3 1
 RG0364
 RG0364.Superseded values are not recommended for survey control.
 RG0364
 RG0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0364.See file dsdata.pdf to determine how the superseded data were derived.
 RG0364
 RG0364_MARKER: DD = SURVEY DISK
 RG0364_SETTING: 0 = UNSPECIFIED SETTING
 RG0364_STAMPING: 196
 RG0364_MARK LOGO: GSC
 RG0364_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RG0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RG0364+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1992
 RG0364
 RG0364  HISTORY     - Date     Condition        Report By
 RG0364  HISTORY     - UNK      MONUMENTED       GSC
 RG0364  HISTORY     - 19920914 GOOD             GSC
 RG0364
 RG0364                          STATION DESCRIPTION
 RG0364
 RG0364'DESCRIBED BY GEODETIC SURVEY OF CANADA 1992
 RG0364'THE MARK IS LOCATED IN LEVIS, QUEBEC, NEAR QUEBEC CITY.  FOR
 RG0364'ADDITIONAL INFORMATION AND COMPLETE DESCRIPTION CONTACT THE QUEBEC
 RG0364'GEODETIC SURVEY --- MR BERNARD PERRON, MINISTERE DE L ENERGIE ET
 RG0364'RESSOURCES, SERVICE DE LA GEODESIE, 1995 BOULEVARD CHAREST QUEST,
 RG0364'SAINTE-FOY (QUEBEC), CANADA GIN 4H9, PHONE 418-644-0440.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PH1155 ***********************************************************************
 PH1155  DESIGNATION -  68U391
 PH1155  PID         -  PH1155
 PH1155  STATE/COUNTY-  PQ/KAMOURASKA
 PH1155  COUNTRY     -  CANADA
 PH1155  NTS MAPSHEET-  MALLORYTOWN (2020)
 PH1155
 PH1155                         *CURRENT SURVEY CONTROL
 PH1155  ______________________________________________________________________
 PH1155* NAD 83(1986) POSITION- 44 20 51.     (N) 075 59 03.     (W)   SCALED
 PH1155* NAVD 88 ORTHO HEIGHT -    80.488 (meters)      264.07  (feet) ADJUSTED
 PH1155  ______________________________________________________________________
 PH1155  GEOID HEIGHT    -        -34.127 (meters)                     EGM08
 PH1155  DYNAMIC HEIGHT  -         80.479 (meters)      264.04  (feet) COMP
 PH1155  MODELED GRAVITY -    980,506.7   (mgal)                       NAVD 88
 PH1155
 PH1155  VERT ORDER      -  FIRST     CLASS 0
 PH1155
 PH1155.The positional and height information provided upon this datasheet are not
 PH1155.officially recognized by the Government of Canada, provincial governments
 PH1155.within Canada, nor are they intended to replace or substitute for them.
 PH1155.The intent of sharing this data is to allow access to positions or heights
 PH1155.recognized by the United States Government. Passive control that is used by
 PH1155.both nations may share the same or similar designations or descriptions but
 PH1155.do not share official positions or heights. The 'Station Description' may
 PH1155.originate from a Canadian 'Station Report' and if so contains information
 PH1155.licensed under the 'Open Government License - Canada'.
 PH1155
 PH1155.The horizontal coordinates were scaled from a map and have
 PH1155.an estimated accuracy of +/- 6 seconds.
 PH1155
 PH1155.The orthometric height was determined by differential leveling and
 PH1155.adjusted by the NATIONAL GEODETIC SURVEY
 PH1155.in June 1991.
 PH1155
 PH1155.Significant digits in the geoid height do not necessarily reflect accuracy.
 PH1155
 PH1155.Click photographs - Photos may exist for this station.
 PH1155
 PH1155.The dynamic height is computed by dividing the NAVD 88
 PH1155.geopotential number by the normal gravity value computed on the
 PH1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1155.degrees latitude (g = 980.6199 gals.).
 PH1155
 PH1155.The modeled gravity was interpolated from observed gravity values.
 PH1155
 PH1155
 PH1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ215109(NAD 83)
 PH1155
 PH1155                          SUPERSEDED SURVEY CONTROL
 PH1155
 PH1155  NGVD 29 (??/??/92)   80.598  (m)          264.43   (f) ADJ UNCH    1 0
 PH1155
 PH1155.Superseded values are not recommended for survey control.
 PH1155
 PH1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1155.See file dsdata.pdf to determine how the superseded data were derived.
 PH1155
 PH1155_MARKER: DD = SURVEY DISK
 PH1155_SETTING: 66 = SET IN ROCK OUTCROP
 PH1155_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PH1155+STABILITY: POSITION/ELEVATION WELL
 PH1155
 PH1155  HISTORY     - Date     Condition        Report By
 PH1155  HISTORY     - UNK      MONUMENTED       USLS
 PH1155  HISTORY     - 1969     GOOD             USLS
 PH1155
 PH1155                          STATION DESCRIPTION
 PH1155
 PH1155'DESCRIBED BY US LAKE SURVEY 1969
 PH1155'IN INTERNATIONAL BOUNDARY.
 PH1155'ROCK OUTCROP ON THE WEST SIDE OF HIGHWAY NO. 137, 38 FEET NORTH AND 70
 PH1155'FEET WEST OF STONE BRIDGE OVER INTERNATIONAL RIFT BETWEEN HILL AND
 PH1155'WELLS ISLANDS, TABLET IN TOP OF OUTCROP 2 FEET 6 INCHES FROM SOUTH
 PH1155'EDGE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 TY8123 ***********************************************************************
 TY8123  DESIGNATION -  712059
 TY8123  PID         -  TY8123
 TY8123  STATE/COUNTY-  PQ/MASKINONGE
 TY8123  COUNTRY     -  CANADA
 TY8123  NTS MAPSHEET-  TROIS-RIVIERE S (2020)
 TY8123
 TY8123                         *CURRENT SURVEY CONTROL
 TY8123  ______________________________________________________________________
 TY8123* NAD 83(2011) POSITION- 46 25 47.27618(N) 072 48 13.00745(W)   ADJUSTED
 TY8123* NAD 83(2011) ELLIP HT-    80.862 (meters)        (06/27/12)   ADJUSTED
 TY8123* NAD 83(2011) EPOCH   -  2010.00
 TY8123* NAVD 88 ORTHO HEIGHT -   111.7   (meters)      366.    (feet) GPS OBS
 TY8123  ______________________________________________________________________
 TY8123  NAVD 88 orthometric height was determined with geoid model    GEOID93
 TY8123  GEOID HEIGHT    -        -31.010 (meters)                     GEOID93
 TY8123  GEOID HEIGHT    -        -31.507 (meters)                     EGM08
 TY8123  NAD 83(2011) X  -  1,301,999.115 (meters)                     COMP
 TY8123  NAD 83(2011) Y  - -4,207,018.710 (meters)                     COMP
 TY8123  NAD 83(2011) Z  -  4,598,363.891 (meters)                     COMP
 TY8123
 TY8123  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 TY8123  Standards:
 TY8123         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 TY8123            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 TY8123  -------------------------------------------------------------------
 TY8123  NETWORK    3.17   7.76           1.23   1.30   3.96      0.40303592
 TY8123  -------------------------------------------------------------------
 TY8123  Click here for local accuracies and other accuracy information.
 TY8123
 TY8123.The positional and height information provided upon this datasheet are not
 TY8123.officially recognized by the Government of Canada, provincial governments
 TY8123.within Canada, nor are they intended to replace or substitute for them.
 TY8123.The intent of sharing this data is to allow access to positions or heights
 TY8123.recognized by the United States Government. Passive control that is used by
 TY8123.both nations may share the same or similar designations or descriptions but
 TY8123.do not share official positions or heights. The 'Station Description' may
 TY8123.originate from a Canadian 'Station Report' and if so contains information
 TY8123.licensed under the 'Open Government License - Canada'.
 TY8123
 TY8123.The horizontal coordinates were established by GPS observations
 TY8123.and adjusted by the National Geodetic Survey in June 2012.
 TY8123
 TY8123.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 TY8123.been affixed to the stable North American tectonic plate. See 
 TY8123.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 TY8123
 TY8123.The horizontal coordinates are valid at the epoch date displayed above
 TY8123.which is a decimal equivalence of Year/Month/Day.
 TY8123
 TY8123.The orthometric height was determined by GPS observations and a
 TY8123.high-resolution geoid model.
 TY8123
 TY8123.Significant digits in the geoid height do not necessarily reflect accuracy.
 TY8123
 TY8123.Click photographs - Photos may exist for this station.
 TY8123
 TY8123.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TY8123
 TY8123.The ellipsoidal height was determined by GPS observations
 TY8123.and is referenced to NAD 83.
 TY8123
 TY8123. The following values were computed from the NAD 83(2011) position.
 TY8123
 TY8123;                    North         East     Units Scale Factor Converg.
 TY8123;UTM  18      - 5,144,146.891   668,747.678   MT  0.99995004   +1 35 30.2
 TY8123
 TY8123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TY8123!UTM  18      -   0.99998732  x   0.99995004  =   0.99993736
 TY8123
 TY8123_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXS6874744146(NAD 83)
 TY8123
 TY8123                          SUPERSEDED SURVEY CONTROL
 TY8123
 TY8123  NAD 83(2007)-  46 25 47.27633(N)    072 48 13.00943(W) AD(2002.00) 0
 TY8123  ELLIP H (02/10/07)   80.902  (m)                       GP(2002.00)    
 TY8123  NAD 83(1996)-  46 25 47.27744(N)    072 48 13.00928(W) AD(       ) A
 TY8123  ELLIP H (07/24/97)   80.825  (m)                       GP(       ) 3 2
 TY8123  NAD 83(1986)-  46 25 47.28450(N)    072 48 13.01477(W) AD(       ) 1
 TY8123  NAD 83(1992)-  46 25 47.27565(N)    072 48 13.00820(W) AD(       ) A
 TY8123  ELLIP H (04/16/93)   80.820  (m)                       GP(       ) 3 1
 TY8123
 TY8123.Superseded values are not recommended for survey control.
 TY8123
 TY8123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TY8123.See file dsdata.pdf to determine how the superseded data were derived.
 TY8123
 TY8123_MARKER: DD = SURVEY DISK
 TY8123_SETTING: 0 = UNSPECIFIED SETTING
 TY8123_STAMPING: NO. 712059
 TY8123_MARK LOGO: GSC
 TY8123_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TY8123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TY8123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TY8123+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1992
 TY8123
 TY8123  HISTORY     - Date     Condition        Report By
 TY8123  HISTORY     - UNK      MONUMENTED       GSC
 TY8123  HISTORY     - 19920914 GOOD             GSC
 TY8123
 TY8123                          STATION DESCRIPTION
 TY8123
 TY8123'DESCRIBED BY GEODETIC SURVEY OF CANADA 1992
 TY8123'THIS STATION IS LOCATED IN THREE RIVERS, QUEBEC.  FOR ADDITIONAL
 TY8123'INFORMATION AND A COMPLETE DESCRIPTION CONTACT THE QUEBEC GEODETIC
 TY8123'SURVEY --- MR. BERNARD PERRON, MINISTRE DE L ENERGIE ET RESSOURCES,
 TY8123'SERVICE DE LA GEODESIE, 1995 BOULEVARD CHAREST OEST, SAINTE-FOY
 TY8123'(QUEBEC), CANADA GIN 4H9, PHONE 418-644-0440.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2625 ***********************************************************************
 PG2625  DESIGNATION -  77K0197
 PG2625  PID         -  PG2625
 PG2625  STATE/COUNTY-  PQ/MEMPHREMAGOG
 PG2625  COUNTRY     -  CANADA
 PG2625  NTS MAPSHEET-  MONT ORFORD (2020)
 PG2625
 PG2625                         *CURRENT SURVEY CONTROL
 PG2625  ______________________________________________________________________
 PG2625* NAD 83(2011) POSITION- 45 19 30.13904(N) 072 07 41.13659(W)   ADJUSTED
 PG2625* NAD 83(2011) ELLIP HT-   295.835 (meters)        (06/27/12)   ADJUSTED
 PG2625* NAD 83(2011) EPOCH   -  2010.00
 PG2625* NAVD 88 ORTHO HEIGHT -   323.4   (meters)     1061.    (feet) GPS OBS
 PG2625  ______________________________________________________________________
 PG2625  NAVD 88 orthometric height was determined with geoid model    GEOID93
 PG2625  GEOID HEIGHT    -        -27.730 (meters)                     GEOID93
 PG2625  GEOID HEIGHT    -        -28.219 (meters)                     EGM08
 PG2625  NAD 83(2011) X  -  1,378,606.196 (meters)                     COMP
 PG2625  NAD 83(2011) Y  - -4,275,413.285 (meters)                     COMP
 PG2625  NAD 83(2011) Z  -  4,513,029.115 (meters)                     COMP
 PG2625
 PG2625  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PG2625  Standards:
 PG2625         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PG2625            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PG2625  -------------------------------------------------------------------
 PG2625  NETWORK    1.83   4.80           0.73   0.74   2.45      0.35350854
 PG2625  -------------------------------------------------------------------
 PG2625  Click here for local accuracies and other accuracy information.
 PG2625
 PG2625.The positional and height information provided upon this datasheet are not
 PG2625.officially recognized by the Government of Canada, provincial governments
 PG2625.within Canada, nor are they intended to replace or substitute for them.
 PG2625.The intent of sharing this data is to allow access to positions or heights
 PG2625.recognized by the United States Government. Passive control that is used by
 PG2625.both nations may share the same or similar designations or descriptions but
 PG2625.do not share official positions or heights. The 'Station Description' may
 PG2625.originate from a Canadian 'Station Report' and if so contains information
 PG2625.licensed under the 'Open Government License - Canada'.
 PG2625
 PG2625.The horizontal coordinates were established by GPS observations
 PG2625.and adjusted by the National Geodetic Survey in June 2012.
 PG2625
 PG2625.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PG2625.been affixed to the stable North American tectonic plate. See 
 PG2625.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PG2625
 PG2625.The horizontal coordinates are valid at the epoch date displayed above
 PG2625.which is a decimal equivalence of Year/Month/Day.
 PG2625
 PG2625.The orthometric height was determined by GPS observations and a
 PG2625.high-resolution geoid model.
 PG2625
 PG2625.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2625
 PG2625.Click photographs - Photos may exist for this station.
 PG2625
 PG2625.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PG2625
 PG2625.The ellipsoidal height was determined by GPS observations
 PG2625.and is referenced to NAD 83.
 PG2625
 PG2625. The following values were computed from the NAD 83(2011) position.
 PG2625
 PG2625;                    North         East     Units Scale Factor Converg.
 PG2625;UTM  18      - 5,023,071.869   725,065.781   MT  1.00022286   +2 02 35.1
 PG2625
 PG2625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2625!UTM  18      -   0.99995362  x   1.00022286  =   1.00017647
 PG2625
 PG2625_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYR2506523071(NAD 83)
 PG2625
 PG2625                          SUPERSEDED SURVEY CONTROL
 PG2625
 PG2625  NAD 83(2007)-  45 19 30.13948(N)    072 07 41.13742(W) AD(2002.00) 0
 PG2625  ELLIP H (02/10/07)  295.848  (m)                       GP(2002.00)    
 PG2625  NAD 83(1996)-  45 19 30.14008(N)    072 07 41.13856(W) AD(       ) A
 PG2625  ELLIP H (07/24/97)  295.827  (m)                       GP(       ) 3 2
 PG2625  NAD 83(1986)-  45 19 30.14490(N)    072 07 41.14522(W) AD(       ) A
 PG2625  NAD 83(1992)-  45 19 30.13824(N)    072 07 41.13749(W) AD(       ) A
 PG2625  ELLIP H (04/16/93)  295.830  (m)                       GP(       ) 3 1
 PG2625
 PG2625.Superseded values are not recommended for survey control.
 PG2625
 PG2625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2625.See file dsdata.pdf to determine how the superseded data were derived.
 PG2625
 PG2625_MARKER: DD = SURVEY DISK
 PG2625_SETTING: 0 = UNSPECIFIED SETTING
 PG2625_STAMPING: NO. 77K0197
 PG2625_MARK LOGO: GSC
 PG2625_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PG2625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG2625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PG2625+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1992
 PG2625
 PG2625  HISTORY     - Date     Condition        Report By
 PG2625  HISTORY     - UNK      MONUMENTED       GSC
 PG2625  HISTORY     - 19920914 GOOD             GSC
 PG2625
 PG2625                          STATION DESCRIPTION
 PG2625
 PG2625'DESCRIBED BY GEODETIC SURVEY OF CANADA 1992
 PG2625'THIS MARK IS LOCATED IN SAINT-ELIE-DORFORD, QUEBEC, NEAR SHERBROOKE.
 PG2625'FOR ADDITIONAL INFORMATION AND COMPLETE DESCRIPTION CONTACT THE
 PG2625'QUEBEC GEODETIC SURVEY --- MR. BERNARD PERRON, MINISTERE DE L
 PG2625'ENERGIE ET RESSOURCES, SERVICE DDE LA GEODESIE, 1995 BOULEVARD
 PG2625'CHAREST QUEST, SAINT FOY (QUEBEC), CANADA GIN 4H9, PHONE
 PG2625'418-644-0440.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2626 ***********************************************************************
 PG2626  DESIGNATION -  77K0221
 PG2626  PID         -  PG2626
 PG2626  STATE/COUNTY-  PQ/MEMPHREMAGOG
 PG2626  COUNTRY     -  CANADA
 PG2626  NTS MAPSHEET-  LAC MEMPHREMAGOG (2020)
 PG2626
 PG2626                         *CURRENT SURVEY CONTROL
 PG2626  ______________________________________________________________________
 PG2626* NAD 83(2011) POSITION- 45 00 39.54609(N) 072 03 43.10354(W)   ADJUSTED
 PG2626* NAD 83(2011) ELLIP HT-   415.352 (meters)        (06/27/12)   ADJUSTED
 PG2626* NAD 83(2011) EPOCH   -  2010.00
 PG2626* NAVD 88 ORTHO HEIGHT -   443.1   (meters)     1454.    (feet) GPS OBS
 PG2626  ______________________________________________________________________
 PG2626  NAVD 88 orthometric height was determined with an earlier geoid model
 PG2626  GEOID HEIGHT    -        -28.455 (meters)                     EGM08
 PG2626  NAD 83(2011) X  -  1,391,188.855 (meters)                     COMP
 PG2626  NAD 83(2011) Y  - -4,297,449.732 (meters)                     COMP
 PG2626  NAD 83(2011) Z  -  4,488,505.307 (meters)                     COMP
 PG2626
 PG2626  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PG2626  Standards:
 PG2626         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PG2626            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PG2626  -------------------------------------------------------------------
 PG2626  NETWORK    0.92   1.65           0.43   0.30   0.84      0.10517713
 PG2626  -------------------------------------------------------------------
 PG2626  Click here for local accuracies and other accuracy information.
 PG2626
 PG2626.The positional and height information provided upon this datasheet are not
 PG2626.officially recognized by the Government of Canada, provincial governments
 PG2626.within Canada, nor are they intended to replace or substitute for them.
 PG2626.The intent of sharing this data is to allow access to positions or heights
 PG2626.recognized by the United States Government. Passive control that is used by
 PG2626.both nations may share the same or similar designations or descriptions but
 PG2626.do not share official positions or heights. The 'Station Description' may
 PG2626.originate from a Canadian 'Station Report' and if so contains information
 PG2626.licensed under the 'Open Government License - Canada'.
 PG2626
 PG2626.The horizontal coordinates were established by GPS observations
 PG2626.and adjusted by the National Geodetic Survey in June 2012.
 PG2626
 PG2626.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PG2626.been affixed to the stable North American tectonic plate. See 
 PG2626.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PG2626
 PG2626.The horizontal coordinates are valid at the epoch date displayed above
 PG2626.which is a decimal equivalence of Year/Month/Day.
 PG2626
 PG2626.The orthometric height was determined by GPS observations and a
 PG2626.high-resolution geoid model.
 PG2626
 PG2626.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2626
 PG2626.Click photographs - Photos may exist for this station.
 PG2626
 PG2626.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PG2626
 PG2626.The ellipsoidal height was determined by GPS observations
 PG2626.and is referenced to NAD 83.
 PG2626
 PG2626. The following values were computed from the NAD 83(2011) position.
 PG2626
 PG2626;                    North         East     Units Scale Factor Converg.
 PG2626;UTM  18      - 4,988,370.669   731,517.293   MT  1.00025913   +2 04 43.7
 PG2626;UTM  19      - 4,988,732.685   258,715.693   MT  1.00031592   -2 09 59.8
 PG2626
 PG2626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2626!UTM  18      -   0.99993488  x   1.00025913  =   1.00019400
 PG2626!UTM  19      -   0.99993488  x   1.00031592  =   1.00025078
 PG2626
 PG2626_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYQ3151788370(NAD 83)
 PG2626
 PG2626                          SUPERSEDED SURVEY CONTROL
 PG2626
 PG2626  NAD 83(2007)-  45 00 39.54658(N)    072 03 43.10437(W) AD(2002.00) 0
 PG2626  ELLIP H (02/10/07)  415.368  (m)                       GP(2002.00)    
 PG2626  ELLIP H (11/05/01)  415.356  (m)                       GP(       ) 4 1
 PG2626  NAD 83(1996)-  45 00 39.54721(N)    072 03 43.10556(W) AD(       ) B
 PG2626  ELLIP H (07/24/97)  415.395  (m)                       GP(       ) 1 1
 PG2626  NAD 83(1986)-  45 00 39.55232(N)    072 03 43.11217(W) AD(       ) B
 PG2626  NAD 83(1992)-  45 00 39.54529(N)    072 03 43.10447(W) AD(       ) B
 PG2626  ELLIP H (04/16/93)  415.414  (m)                       GP(       ) 4 1
 PG2626
 PG2626.Superseded values are not recommended for survey control.
 PG2626
 PG2626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2626.See file dsdata.pdf to determine how the superseded data were derived.
 PG2626
 PG2626_MARKER: Z = SEE DESCRIPTION
 PG2626_SETTING: 0 = UNSPECIFIED SETTING
 PG2626_STAMPING: NO.77K0221
 PG2626_MARK LOGO: GSC
 PG2626_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PG2626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG2626+STABILITY: SURFACE MOTION
 PG2626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PG2626+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2000
 PG2626
 PG2626  HISTORY     - Date     Condition        Report By
 PG2626  HISTORY     - UNK      MONUMENTED       GSC
 PG2626  HISTORY     - 19920914 GOOD             GSC
 PG2626  HISTORY     - 20000731 GOOD             GSC
 PG2626
 PG2626                          STATION DESCRIPTION
 PG2626
 PG2626'DESCRIBED BY GEODETIC SURVEY OF CANADA 1992
 PG2626'THE MARK IS LOCATED NEAR ROCK ISLAND QUEBEC, JUST OVER THE BORDER FROM
 PG2626'DERBY LINE VERMONT.  FOR ADDITIONAL INFORMATION AND A COMPLETE
 PG2626'DESCRIPTION CONTACT THE QUEBEC GEODETIC SURVEY --- MR. BERNARD
 PG2626'PERRON, MINISTERE DE L ENERGIE ET RESSOURCES, SERVICE DE LA
 PG2626'GEODESIE, 1995 BOULEVARD CHAREST QUEST, SAINT-FOY (QUEBEC), CANADA
 PG2626'GIN 4H9, PHONE 418-644-0440.
 PG2626
 PG2626                          STATION RECOVERY (2000)
 PG2626
 PG2626'RECOVERY NOTE BY GEODETIC SURVEY OF CANADA 2000 (BP)
 PG2626'NO DESCRIPTIVE TEXT AVAILABLE.  FOR INFORMATION CONTACT BERNARD
 PG2626'PERRON, SERVICE DE LA
 PG2626'GEODESIE, MINISTERE DES RESSOURCES NATURELLES, 5700, 4E AVENUE QUEST,
 PG2626'BUREAU E-305,
 PG2626'CHARLESBOURG (QUEBEC) CANADA G1H 6R1, PHONE 418-627-6281, EXT 2010.
 PG2626'
 PG2626'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 TY3752 ***********************************************************************
 TY3752  DESIGNATION -  77L470
 TY3752  PID         -  TY3752
 TY3752  STATE/COUNTY-  PQ/PIERRE DE SAUREL
 TY3752  COUNTRY     -  CANADA
 TY3752  NTS MAPSHEET-  SOREL (2020)
 TY3752
 TY3752                         *CURRENT SURVEY CONTROL
 TY3752  ______________________________________________________________________
 TY3752* NAD 83(2011) POSITION- 46 02 58.03661(N) 073 06 50.63755(W)   ADJUSTED
 TY3752* NAD 83(2011) ELLIP HT-   -22.988 (meters)        (09/20/18)   ADJUSTED
 TY3752* NAD 83(2011) EPOCH   -  2010.00
 TY3752* NAVD 88 ORTHO HEIGHT -     8.4   (meters)       28.    (feet) GPS OBS
 TY3752  ______________________________________________________________________
 TY3752  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 TY3752  GEOID HEIGHT    -        -31.341 (meters)                     GEOID12B
 TY3752  GEOID HEIGHT    -        -32.002 (meters)                     EGM08
 TY3752  NAD 83(2011) X  -  1,288,033.135 (meters)                     COMP
 TY3752  NAD 83(2011) Y  - -4,243,161.041 (meters)                     COMP
 TY3752  NAD 83(2011) Z  -  4,569,047.800 (meters)                     COMP
 TY3752
 TY3752  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 TY3752  Standards:
 TY3752         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 TY3752            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 TY3752  -------------------------------------------------------------------
 TY3752  NETWORK    0.36   1.08           0.16   0.13   0.55     -0.10886249
 TY3752  -------------------------------------------------------------------
 TY3752  Click here for local accuracies and other accuracy information.
 TY3752
 TY3752.The positional and height information provided upon this datasheet are not
 TY3752.officially recognized by the Government of Canada, provincial governments
 TY3752.within Canada, nor are they intended to replace or substitute for them.
 TY3752.The intent of sharing this data is to allow access to positions or heights
 TY3752.recognized by the United States Government. Passive control that is used by
 TY3752.both nations may share the same or similar designations or descriptions but
 TY3752.do not share official positions or heights. The 'Station Description' may
 TY3752.originate from a Canadian 'Station Report' and if so contains information
 TY3752.licensed under the 'Open Government License - Canada'.
 TY3752
 TY3752.The horizontal coordinates were established by GPS observations
 TY3752.and adjusted by the National Geodetic Survey in September 2018.
 TY3752
 TY3752.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 TY3752.been affixed to the stable North American tectonic plate. See 
 TY3752.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 TY3752
 TY3752.The horizontal coordinates are valid at the epoch date displayed above
 TY3752.which is a decimal equivalence of Year/Month/Day.
 TY3752
 TY3752.The orthometric height was determined by GPS observations and a
 TY3752.high-resolution geoid model.
 TY3752
 TY3752.Significant digits in the geoid height do not necessarily reflect accuracy.
 TY3752
 TY3752.Click photographs - Photos may exist for this station.
 TY3752
 TY3752.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TY3752
 TY3752.The ellipsoidal height was determined by GPS observations
 TY3752.and is referenced to NAD 83.
 TY3752
 TY3752. The following values were computed from the NAD 83(2011) position.
 TY3752
 TY3752;                    North         East     Units Scale Factor Converg.
 TY3752;UTM  18      - 5,101,271.306   645,901.149   MT  0.99986169   +1 21 28.8
 TY3752
 TY3752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TY3752!UTM  18      -   1.00000360  x   0.99986169  =   0.99986529
 TY3752
 TY3752_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXS4590101271(NAD 83)
 TY3752
 TY3752                          SUPERSEDED SURVEY CONTROL
 TY3752
 TY3752.No superseded survey control is available for this station.
 TY3752
 TY3752_MARKER: DD = SURVEY DISK
 TY3752_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TY3752_SP_SET: WHARF
 TY3752_STAMPING: 77L470
 TY3752_MARK LOGO: GSC
 TY3752_MAGNETIC: N = NO MAGNETIC MATERIAL
 TY3752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TY3752+STABILITY: SURFACE MOTION
 TY3752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TY3752+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2015
 TY3752
 TY3752  HISTORY     - Date     Condition        Report By
 TY3752  HISTORY     - 1983     MONUMENTED
 TY3752  HISTORY     - 20150825 GOOD             CADNR
 TY3752
 TY3752                          STATION DESCRIPTION
 TY3752
 TY3752'DESCRIBED BY CANADIAN DEPT NAT RES 2015 (RJS)
 TY3752'AT THE SOREL WHARF AT END OF ELIZABETH STREET, ON THE NORTHEAST SIDE
 TY3752'OF FERRY RAMP AND NORTHWEST OF FABSPEC INC METAL PRODUCTS, IN THE TOP
 TY3752'OF THE NORTHWEST CORNER OF WHARF, 2.1 M (6.6 FT) NORTHEAST OF THE
 TY3752'SOUTHWEST END, 1.0 M (3.3 FT) SOUTHEAST OF THE NORTHWEST EDGE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 RG0365 ***********************************************************************
 RG0365  DESIGNATION -  78K0438
 RG0365  PID         -  RG0365
 RG0365  STATE/COUNTY-  PQ/BEAUCE SARTIGAN
 RG0365  COUNTRY     -  CANADA
 RG0365  NTS MAPSHEET-  BEAUCEVILLE (2020)
 RG0365
 RG0365                         *CURRENT SURVEY CONTROL
 RG0365  ______________________________________________________________________
 RG0365* NAD 83(2011) POSITION- 46 01 09.00504(N) 070 44 41.13312(W)   ADJUSTED
 RG0365* NAD 83(2011) ELLIP HT-   363.416 (meters)        (06/27/12)   ADJUSTED
 RG0365* NAD 83(2011) EPOCH   -  2010.00
 RG0365* NAVD 88 ORTHO HEIGHT -   390.3   (meters)     1281.    (feet) GPS OBS
 RG0365  ______________________________________________________________________
 RG0365  NAVD 88 orthometric height was determined with geoid model    GEOID93
 RG0365  GEOID HEIGHT    -        -27.130 (meters)                     GEOID93
 RG0365  GEOID HEIGHT    -        -27.767 (meters)                     EGM08
 RG0365  NAD 83(2011) X  -  1,463,233.612 (meters)                     COMP
 RG0365  NAD 83(2011) Y  - -4,188,826.569 (meters)                     COMP
 RG0365  NAD 83(2011) Z  -  4,566,988.799 (meters)                     COMP
 RG0365
 RG0365  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 RG0365  Standards:
 RG0365         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 RG0365            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 RG0365  -------------------------------------------------------------------
 RG0365  NETWORK    2.80   7.21           1.03   1.18   3.68      0.44509028
 RG0365  -------------------------------------------------------------------
 RG0365  Click here for local accuracies and other accuracy information.
 RG0365
 RG0365.The positional and height information provided upon this datasheet are not
 RG0365.officially recognized by the Government of Canada, provincial governments
 RG0365.within Canada, nor are they intended to replace or substitute for them.
 RG0365.The intent of sharing this data is to allow access to positions or heights
 RG0365.recognized by the United States Government. Passive control that is used by
 RG0365.both nations may share the same or similar designations or descriptions but
 RG0365.do not share official positions or heights. The 'Station Description' may
 RG0365.originate from a Canadian 'Station Report' and if so contains information
 RG0365.licensed under the 'Open Government License - Canada'.
 RG0365
 RG0365.The horizontal coordinates were established by GPS observations
 RG0365.and adjusted by the National Geodetic Survey in June 2012.
 RG0365
 RG0365.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 RG0365.been affixed to the stable North American tectonic plate. See 
 RG0365.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 RG0365
 RG0365.The horizontal coordinates are valid at the epoch date displayed above
 RG0365.which is a decimal equivalence of Year/Month/Day.
 RG0365
 RG0365.The orthometric height was determined by GPS observations and a
 RG0365.high-resolution geoid model.
 RG0365
 RG0365.Significant digits in the geoid height do not necessarily reflect accuracy.
 RG0365
 RG0365.Click photographs - Photos may exist for this station.
 RG0365
 RG0365.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RG0365
 RG0365.The ellipsoidal height was determined by GPS observations
 RG0365.and is referenced to NAD 83.
 RG0365
 RG0365. The following values were computed from the NAD 83(2011) position.
 RG0365
 RG0365;                    North         East     Units Scale Factor Converg.
 RG0365;UTM  19      - 5,097,657.088   364,946.630   MT  0.99982422   -1 15 20.4
 RG0365
 RG0365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0365!UTM  19      -   0.99994303  x   0.99982422  =   0.99976726
 RG0365
 RG0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL6494697657(NAD 83)
 RG0365
 RG0365                          SUPERSEDED SURVEY CONTROL
 RG0365
 RG0365  NAD 83(2007)-  46 01 09.00515(N)    070 44 41.13441(W) AD(2002.00) 0
 RG0365  ELLIP H (02/10/07)  363.520  (m)                       GP(2002.00)    
 RG0365  NAD 83(1996)-  46 01 09.00617(N)    070 44 41.13484(W) AD(       ) A
 RG0365  ELLIP H (07/24/97)  363.397  (m)                       GP(       ) 3 2
 RG0365  NAD 83(1986)-  46 01 09.01226(N)    070 44 41.14276(W) AD(       ) 1
 RG0365  NAD 83(1992)-  46 01 09.00413(N)    070 44 41.13335(W) AD(       ) A
 RG0365  ELLIP H (04/16/93)  363.409  (m)                       GP(       ) 3 1
 RG0365
 RG0365.Superseded values are not recommended for survey control.
 RG0365
 RG0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0365.See file dsdata.pdf to determine how the superseded data were derived.
 RG0365
 RG0365_MARKER: DD = SURVEY DISK
 RG0365_SETTING: 0 = UNSPECIFIED SETTING
 RG0365_STAMPING: NO.78K0438
 RG0365_MARK LOGO: GSC
 RG0365_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RG0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RG0365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RG0365+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1992
 RG0365
 RG0365  HISTORY     - Date     Condition        Report By
 RG0365  HISTORY     - UNK      MONUMENTED       GSC
 RG0365  HISTORY     - 19920914 GOOD             GSC
 RG0365
 RG0365                          STATION DESCRIPTION
 RG0365
 RG0365'DESCRIBED BY GEODETIC SURVEY OF CANADA 1992
 RG0365'THIS MARK IS LOCATED IN SAINT-JEAN-DE-LA-LANDE, QUEBEC, NEAR ST
 RG0365'GEORGES.  FOR ADDITIONAL INFORMATION AND A COMPLETE DESCRIPTION
 RG0365'CONTACT THE QUEBEC GEODETIC SURVEY --- MR BERNARD PERRON, MINISTERE
 RG0365'DE L ENERGIE ET RESSOURCES, SERVICE DE LA GEODESIE, 1995 BOULEVARD
 RG0365'CHAREST QUEST, SAINT-FOY (QUEBEC), CANADA GIN 4H9, PHONE
 RG0365'418-644-0440.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG1394 ***********************************************************************
 PG1394  DESIGNATION -  78L001
 PG1394  PID         -  PG1394
 PG1394  STATE/COUNTY-  PQ/BROME MISSISQUOI
 PG1394  COUNTRY     -  CANADA
 PG1394  NTS MAPSHEET-  COWANSVILLE (2020)
 PG1394
 PG1394                         *CURRENT SURVEY CONTROL
 PG1394  ______________________________________________________________________
 PG1394* NAD 83(1986) POSITION- 45 00 50.     (N) 072 35 08.     (W)   SCALED
 PG1394* NAVD 88 ORTHO HEIGHT -   165.221 (meters)      542.06  (feet) ADJUSTED
 PG1394  ______________________________________________________________________
 PG1394  GEOID HEIGHT    -        -28.528 (meters)                     EGM08
 PG1394  DYNAMIC HEIGHT  -        165.214 (meters)      542.04  (feet) COMP
 PG1394  MODELED GRAVITY -    980,571.4   (mgal)                       NAVD 88
 PG1394
 PG1394  VERT ORDER      -  FIRST     CLASS II
 PG1394
 PG1394.The positional and height information provided upon this datasheet are not
 PG1394.officially recognized by the Government of Canada, provincial governments
 PG1394.within Canada, nor are they intended to replace or substitute for them.
 PG1394.The intent of sharing this data is to allow access to positions or heights
 PG1394.recognized by the United States Government. Passive control that is used by
 PG1394.both nations may share the same or similar designations or descriptions but
 PG1394.do not share official positions or heights. The 'Station Description' may
 PG1394.originate from a Canadian 'Station Report' and if so contains information
 PG1394.licensed under the 'Open Government License - Canada'.
 PG1394
 PG1394.The horizontal coordinates were scaled from a map and have
 PG1394.an estimated accuracy of +/- 6 seconds.
 PG1394
 PG1394.The orthometric height was determined by differential leveling and
 PG1394.adjusted by the NATIONAL GEODETIC SURVEY
 PG1394.in June 1991.
 PG1394
 PG1394.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG1394
 PG1394.Click photographs - Photos may exist for this station.
 PG1394
 PG1394.The dynamic height is computed by dividing the NAVD 88
 PG1394.geopotential number by the normal gravity value computed on the
 PG1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1394.degrees latitude (g = 980.6199 gals.).
 PG1394
 PG1394.The modeled gravity was interpolated from observed gravity values.
 PG1394
 PG1394
 PG1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ902873(NAD 83)
 PG1394
 PG1394                          SUPERSEDED SURVEY CONTROL
 PG1394
 PG1394.No superseded survey control is available for this station.
 PG1394
 PG1394_MARKER: DB = BENCH MARK DISK
 PG1394_SETTING: 66 = SET IN ROCK OUTCROP
 PG1394_STAMPING: 78L001
 PG1394_MARK LOGO: GSC
 PG1394_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PG1394+STABILITY: POSITION/ELEVATION WELL
 PG1394
 PG1394  HISTORY     - Date     Condition        Report By
 PG1394  HISTORY     - 1978     MONUMENTED       GSC
 PG1394  HISTORY     - 1978     GOOD             NGS
 PG1394
 PG1394                          STATION DESCRIPTION
 PG1394
 PG1394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PG1394'GLEN SUTTON PORT OF ENTRY.
 PG1394'AT THE GLEN SUTTON PORT OF ENTRY INTO CANADA, IMMEDIATELY SOUTHWEST
 PG1394'OF THE CANADIAN CUSTOMS BUILDING, 8.0 METERS FROM THE CENTER LINE
 PG1394'OF CANADIAN HIGHWAY NUMBER 105-A, 4.0 METERS NORTHEAST OF
 PG1394'A TELEPHONE POLE, 3.7 METERS NORTHWEST OF A HIGHWAY CURVE SIGN,
 PG1394'0.2 MILE NORTHEAST OF BENCH MARK K 56.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG1339 ***********************************************************************
 PG1339  DESIGNATION -  78L004
 PG1339  PID         -  PG1339
 PG1339  STATE/COUNTY-  PQ/MEMPHREMAGOG
 PG1339  COUNTRY     -  CANADA
 PG1339  NTS MAPSHEET-  LAC MEMPHREMAGOG (2020)
 PG1339
 PG1339                         *CURRENT SURVEY CONTROL
 PG1339  ______________________________________________________________________
 PG1339* NAD 83(1986) POSITION- 45 00 30.     (N) 072 24 58.     (W)   SCALED
 PG1339* NAVD 88 ORTHO HEIGHT -   203.318 (meters)      667.05  (feet) ADJUSTED
 PG1339  ______________________________________________________________________
 PG1339  GEOID HEIGHT    -        -28.434 (meters)                     EGM08
 PG1339  DYNAMIC HEIGHT  -        203.307 (meters)      667.02  (feet) COMP
 PG1339  MODELED GRAVITY -    980,559.1   (mgal)                       NAVD 88
 PG1339
 PG1339  VERT ORDER      -  FIRST     CLASS II
 PG1339
 PG1339.The positional and height information provided upon this datasheet are not
 PG1339.officially recognized by the Government of Canada, provincial governments
 PG1339.within Canada, nor are they intended to replace or substitute for them.
 PG1339.The intent of sharing this data is to allow access to positions or heights
 PG1339.recognized by the United States Government. Passive control that is used by
 PG1339.both nations may share the same or similar designations or descriptions but
 PG1339.do not share official positions or heights. The 'Station Description' may
 PG1339.originate from a Canadian 'Station Report' and if so contains information
 PG1339.licensed under the 'Open Government License - Canada'.
 PG1339
 PG1339.The horizontal coordinates were scaled from a map and have
 PG1339.an estimated accuracy of +/- 6 seconds.
 PG1339
 PG1339.The orthometric height was determined by differential leveling and
 PG1339.adjusted by the NATIONAL GEODETIC SURVEY
 PG1339.in June 1991.
 PG1339
 PG1339.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG1339
 PG1339.Click photographs - Photos may exist for this station.
 PG1339
 PG1339.The dynamic height is computed by dividing the NAVD 88
 PG1339.geopotential number by the normal gravity value computed on the
 PG1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1339.degrees latitude (g = 980.6199 gals.).
 PG1339
 PG1339.The modeled gravity was interpolated from observed gravity values.
 PG1339
 PG1339
 PG1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYQ036871(NAD 83)
 PG1339
 PG1339                          SUPERSEDED SURVEY CONTROL
 PG1339
 PG1339.No superseded survey control is available for this station.
 PG1339
 PG1339_MARKER: DB = BENCH MARK DISK
 PG1339_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PG1339_SP_SET: BUILDING FOUNDATION
 PG1339_STAMPING: 78L004
 PG1339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PG1339
 PG1339  HISTORY     - Date     Condition        Report By
 PG1339  HISTORY     - 1978     MONUMENTED       GSC
 PG1339  HISTORY     - 1978     GOOD             NGS
 PG1339
 PG1339                          STATION DESCRIPTION
 PG1339
 PG1339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PG1339'HIGHWATER PORT OF ENTRY.
 PG1339'AT THE CANADIAN PORT OF ENTRY AT HIGHWATER, SET IN THE CONCRETE
 PG1339'FOUNDATION AND 35 CENTIMETERS SOUTHEAST OF THE NORTHWEST CORNER
 PG1339'OF A GARAGE WHICH IS IMMEDIATELY NORTHWEST OF THE CANADIAN
 PG1339'CUSTOMS BUILDING, 27 CENTIMETERS BELOW THE ALUMINUM SIDING OF
 PG1339'THE GARAGE, 0.4 MILES NORTHWEST OF BENCH MARK L 56.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG1340 ***********************************************************************
 PG1340  DESIGNATION -  78L005
 PG1340  PID         -  PG1340
 PG1340  STATE/COUNTY-  PQ/MEMPHREMAGOG
 PG1340  COUNTRY     -  CANADA
 PG1340  NTS MAPSHEET-  LAC MEMPHREMAGOG (2020)
 PG1340
 PG1340                         *CURRENT SURVEY CONTROL
 PG1340  ______________________________________________________________________
 PG1340* NAD 83(1986) POSITION- 45 00 55.     (N) 072 25 08.     (W)   SCALED
 PG1340* NAVD 88 ORTHO HEIGHT -   172.846 (meters)      567.08  (feet) ADJUSTED
 PG1340  ______________________________________________________________________
 PG1340  GEOID HEIGHT    -        -28.434 (meters)                     EGM08
 PG1340  DYNAMIC HEIGHT  -        172.837 (meters)      567.05  (feet) COMP
 PG1340  MODELED GRAVITY -    980,560.1   (mgal)                       NAVD 88
 PG1340
 PG1340  VERT ORDER      -  FIRST     CLASS II
 PG1340
 PG1340.The positional and height information provided upon this datasheet are not
 PG1340.officially recognized by the Government of Canada, provincial governments
 PG1340.within Canada, nor are they intended to replace or substitute for them.
 PG1340.The intent of sharing this data is to allow access to positions or heights
 PG1340.recognized by the United States Government. Passive control that is used by
 PG1340.both nations may share the same or similar designations or descriptions but
 PG1340.do not share official positions or heights. The 'Station Description' may
 PG1340.originate from a Canadian 'Station Report' and if so contains information
 PG1340.licensed under the 'Open Government License - Canada'.
 PG1340
 PG1340.The horizontal coordinates were scaled from a map and have
 PG1340.an estimated accuracy of +/- 6 seconds.
 PG1340
 PG1340.The orthometric height was determined by differential leveling and
 PG1340.adjusted by the NATIONAL GEODETIC SURVEY
 PG1340.in June 1991.
 PG1340
 PG1340.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG1340
 PG1340.Click photographs - Photos may exist for this station.
 PG1340
 PG1340.The dynamic height is computed by dividing the NAVD 88
 PG1340.geopotential number by the normal gravity value computed on the
 PG1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1340.degrees latitude (g = 980.6199 gals.).
 PG1340
 PG1340.The modeled gravity was interpolated from observed gravity values.
 PG1340
 PG1340
 PG1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYQ033878(NAD 83)
 PG1340
 PG1340                          SUPERSEDED SURVEY CONTROL
 PG1340
 PG1340.No superseded survey control is available for this station.
 PG1340
 PG1340_MARKER: DB = BENCH MARK DISK
 PG1340_SETTING: 66 = SET IN ROCK OUTCROP
 PG1340_STAMPING: 78L005
 PG1340_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PG1340+STABILITY: POSITION/ELEVATION WELL
 PG1340
 PG1340  HISTORY     - Date     Condition        Report By
 PG1340  HISTORY     - 1978     MONUMENTED       GSC
 PG1340  HISTORY     - 1978     GOOD             NGS
 PG1340
 PG1340                          STATION DESCRIPTION
 PG1340
 PG1340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PG1340'0.9 KM NW FROM HIGHWATER PORT OF ENTRY.
 PG1340'0.9 KILOMETERS NORTHWEST ALONG CANADIAN HIGHWAY NUMBER 243 FROM
 PG1340'THE CANADIAN CUSTOMS BUILDING AT THE HIGHWATER PORT OF ENTRY,
 PG1340'8.8 METERS WEST OF THE CENTER LINE OF THE HIGHWAY, 22.7 METERS
 PG1340'OF THE ENTRANCE TO A WHITE HOUSE WITH GREEN SHUTTERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG1406 ***********************************************************************
 PG1406  DESIGNATION -  78L006
 PG1406  PID         -  PG1406
 PG1406  STATE/COUNTY-  PQ/MEMPHREMAGOG
 PG1406  COUNTRY     -  CANADA
 PG1406  NTS MAPSHEET-  LAC MEMPHREMAGOG (2020)
 PG1406
 PG1406                         *CURRENT SURVEY CONTROL
 PG1406  ______________________________________________________________________
 PG1406* NAD 83(1986) POSITION- 45 00 25.     (N) 072 05 53.     (W)   SCALED
 PG1406* NAVD 88 ORTHO HEIGHT -   305.351 (meters)     1001.81  (feet) ADJUSTED
 PG1406  ______________________________________________________________________
 PG1406  GEOID HEIGHT    -        -28.494 (meters)                     EGM08
 PG1406  DYNAMIC HEIGHT  -        305.324 (meters)     1001.72  (feet) COMP
 PG1406  MODELED GRAVITY -    980,517.6   (mgal)                       NAVD 88
 PG1406
 PG1406  VERT ORDER      -  FIRST     CLASS II
 PG1406
 PG1406.The positional and height information provided upon this datasheet are not
 PG1406.officially recognized by the Government of Canada, provincial governments
 PG1406.within Canada, nor are they intended to replace or substitute for them.
 PG1406.The intent of sharing this data is to allow access to positions or heights
 PG1406.recognized by the United States Government. Passive control that is used by
 PG1406.both nations may share the same or similar designations or descriptions but
 PG1406.do not share official positions or heights. The 'Station Description' may
 PG1406.originate from a Canadian 'Station Report' and if so contains information
 PG1406.licensed under the 'Open Government License - Canada'.
 PG1406
 PG1406.The horizontal coordinates were scaled from a map and have
 PG1406.an estimated accuracy of +/- 6 seconds.
 PG1406
 PG1406.The orthometric height was determined by differential leveling and
 PG1406.adjusted by the NATIONAL GEODETIC SURVEY
 PG1406.in June 1991.
 PG1406
 PG1406.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG1406
 PG1406.Click photographs - Photos may exist for this station.
 PG1406
 PG1406.The dynamic height is computed by dividing the NAVD 88
 PG1406.geopotential number by the normal gravity value computed on the
 PG1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1406.degrees latitude (g = 980.6199 gals.).
 PG1406
 PG1406.The modeled gravity was interpolated from observed gravity values.
 PG1406
 PG1406
 PG1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYQ286878(NAD 83)
 PG1406
 PG1406                          SUPERSEDED SURVEY CONTROL
 PG1406
 PG1406.No superseded survey control is available for this station.
 PG1406
 PG1406_MARKER: DB = BENCH MARK DISK
 PG1406_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PG1406_SP_SET: BUILDING FOUNDATION
 PG1406_STAMPING: 78L006
 PG1406_MARK LOGO: GSC
 PG1406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PG1406
 PG1406  HISTORY     - Date     Condition        Report By
 PG1406  HISTORY     - 1978     MONUMENTED       GSC
 PG1406  HISTORY     - 1978     GOOD             NGS
 PG1406
 PG1406                          STATION DESCRIPTION
 PG1406
 PG1406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 PG1406'ROCK ISLAND PORT OF ENTRY.
 PG1406'AT THE ROCK ISLAND PORT OF ENTRY, SET VERTICALLY AND 73 CENTIMETERS
 PG1406'NORTHEAST OF THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION FOR
 PG1406'THE CANADIAN CUSTOMS BUILDING, 100 METERS SOUTHWEST OF THE
 PG1406'INTERSECTION OF CANADIAN HIGHWAYS 143 AND 247, 12 CENTIMETERS
 PG1406'ABOVE A SIDEWALK, 0.2 MILE NORTH OF BENCH MARK J 56.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2627 ***********************************************************************
 PG2627  DESIGNATION -  79K0143
 PG2627  PID         -  PG2627
 PG2627  STATE/COUNTY-  PQ/BROME MISSISQUOI
 PG2627  COUNTRY     -  CANADA
 PG2627  NTS MAPSHEET-  COWANSVILLE (2020)
 PG2627
 PG2627                         *CURRENT SURVEY CONTROL
 PG2627  ______________________________________________________________________
 PG2627* NAD 83(2011) POSITION- 45 02 50.08996(N) 072 56 43.81916(W)   ADJUSTED
 PG2627* NAD 83(2011) ELLIP HT-    91.690 (meters)        (06/27/12)   ADJUSTED
 PG2627* NAD 83(2011) EPOCH   -  2010.00
 PG2627* NAVD 88 ORTHO HEIGHT -   120.9   (meters)      397.    (feet) GPS OBS
 PG2627  ______________________________________________________________________
 PG2627  NAVD 88 orthometric height was determined with geoid model    GEOID99
 PG2627  GEOID HEIGHT    -        -29.220 (meters)                     GEOID99
 PG2627  GEOID HEIGHT    -        -29.937 (meters)                     EGM08
 PG2627  NAD 83(2011) X  -  1,323,853.791 (meters)                     COMP
 PG2627  NAD 83(2011) Y  - -4,315,446.384 (meters)                     COMP
 PG2627  NAD 83(2011) Z  -  4,491,124.563 (meters)                     COMP
 PG2627
 PG2627  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 PG2627  Standards:
 PG2627         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 PG2627            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 PG2627  -------------------------------------------------------------------
 PG2627  NETWORK    0.75   1.25           0.35   0.24   0.64      0.01755544
 PG2627  -------------------------------------------------------------------
 PG2627  Click here for local accuracies and other accuracy information.
 PG2627
 PG2627.The positional and height information provided upon this datasheet are not
 PG2627.officially recognized by the Government of Canada, provincial governments
 PG2627.within Canada, nor are they intended to replace or substitute for them.
 PG2627.The intent of sharing this data is to allow access to positions or heights
 PG2627.recognized by the United States Government. Passive control that is used by
 PG2627.both nations may share the same or similar designations or descriptions but
 PG2627.do not share official positions or heights. The 'Station Description' may
 PG2627.originate from a Canadian 'Station Report' and if so contains information
 PG2627.licensed under the 'Open Government License - Canada'.
 PG2627
 PG2627.The horizontal coordinates were established by GPS observations
 PG2627.and adjusted by the National Geodetic Survey in June 2012.
 PG2627
 PG2627.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 PG2627.been affixed to the stable North American tectonic plate. See 
 PG2627.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 PG2627
 PG2627.The horizontal coordinates are valid at the epoch date displayed above
 PG2627.which is a decimal equivalence of Year/Month/Day.
 PG2627
 PG2627.The orthometric height was determined by GPS observations and a
 PG2627.high-resolution geoid model.
 PG2627
 PG2627.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2627
 PG2627.Click photographs - Photos may exist for this station.
 PG2627
 PG2627.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PG2627
 PG2627.The ellipsoidal height was determined by GPS observations
 PG2627.and is referenced to NAD 83.
 PG2627
 PG2627. The following values were computed from the NAD 83(2011) position.
 PG2627
 PG2627;                    North         East     Units Scale Factor Converg.
 PG2627;UTM  18      - 4,990,252.263   661,792.467   MT  0.99992188   +1 27 15.3
 PG2627
 PG2627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2627!UTM  18      -   0.99998562  x   0.99992188  =   0.99990751
 PG2627
 PG2627_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ6179290252(NAD 83)
 PG2627
 PG2627                          SUPERSEDED SURVEY CONTROL
 PG2627
 PG2627  NAD 83(2007)-  45 02 50.09035(N)    072 56 43.81991(W) AD(2002.00) 0
 PG2627  ELLIP H (02/10/07)   91.702  (m)                       GP(2002.00)    
 PG2627  ELLIP H (09/18/02)   91.699  (m)                       GP(       ) 4 2
 PG2627  NAD 83(1996)-  45 02 50.09108(N)    072 56 43.82105(W) AD(       ) B
 PG2627  ELLIP H (07/24/97)   91.671  (m)                       GP(       ) 1 1
 PG2627  NAD 83(1992)-  45 02 50.09638(N)    072 56 43.82809(W) AD(       ) B
 PG2627  NAD 83(1992)-  45 02 50.08922(N)    072 56 43.82005(W) AD(       ) B
 PG2627  ELLIP H (04/16/93)   91.693  (m)                       GP(       ) 4 1
 PG2627  NAVD 88 (04/16/93)  120.8    (m)  UNKNOWN  model used  GPS OBS        
 PG2627
 PG2627.Superseded values are not recommended for survey control.
 PG2627
 PG2627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2627.See file dsdata.pdf to determine how the superseded data were derived.
 PG2627
 PG2627_MARKER: Z = SEE DESCRIPTION
 PG2627_SETTING: 0 = UNSPECIFIED SETTING
 PG2627_SP_SET: ROCK OUTCROP
 PG2627_STAMPING: NO. 79K0143
 PG2627_MARK LOGO: GSC
 PG2627_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PG2627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG2627+STABILITY: SURFACE MOTION
 PG2627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PG2627+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2001
 PG2627
 PG2627  HISTORY     - Date     Condition        Report By
 PG2627  HISTORY     - UNK      MONUMENTED       GSC
 PG2627  HISTORY     - 19920914 GOOD             GSC
 PG2627  HISTORY     - 20000801 GOOD             GSC
 PG2627  HISTORY     - 20010801 GOOD             GSC
 PG2627
 PG2627                          STATION DESCRIPTION
 PG2627
 PG2627'DESCRIBED BY GEODETIC SURVEY OF CANADA 1992
 PG2627'THE STATION IS LOCATED ON 51.50 KM (32.00 MI) WEST-NORTHWEST OF
 PG2627'NEWPORT VT, 25.75 KM (16.00 MI) NORTHEAST OF ST. ALBANS VT, 8.05 KM
 PG2627'(5.00 MI) EAST OF SAINT ARMAND QUEBEC AND ON PIGEON HILL.
 PG2627'OWNERSHIP--ALEXANDRE FORDOR, 888 GUTHRIE ROAD.  FOR ADDITIONAL
 PG2627'INFORMATION CONTACT THE QUEBEC GEODETIC SURVEY --- MR. BERNARD
 PG2627'PERRON, MINISTRE DE L ENGERIE ET RESSOURCES, SERVICE DE LA GEODESIE,
 PG2627'1995 BOULEVARD CHAREST QUEST, SAINTE-FOY (QUEBEC), CANADA GIN 4H9,
 PG2627'PHONE 418-644-0440.
 PG2627'TO REACH THE STATION FROM THE CANADIAN CUSTOMS BUILDING AT THE END OF
 PG2627'INTERSTATE HIGHWAY 89 NORTH, CONTINUE NORTH ON CANADIAN ROUTE 133 FOR
 PG2627'2.90 KM (1.80 MI) TO SAINT ARMAND ROAD.  TURN SHARP RIGHT AND GO
 PG2627'SOUTHERLY THEN EAST ON ST ARMAND ROAD FOR 11.10 KM (6.90 MI) , GOING
 PG2627'THROUGH THE VILLAGE OF ST ARMAND AND THROUGH THE JUNCTION OF ST
 PG2627'ARMAND ROAD AND ROUTE 235, TO GUTHRIE ROAD ON THE LEFT.  TURN LEFT
 PG2627'ONTO GUTHRIE ROAD AND GO NORTH FOR 0.32 KM (0.20 MI) TO THE HOUSE OF
 PG2627'JOHN HECKLY, NUMBER 908, AND THE MARK BEHIND HIS HOUSE IN THE MIDDLE
 PG2627'OF A PASTURE.
 PG2627'THE MARK IS A BRASS DISK SET IN LEDGE FLUSH WITH THE GROUND. LOCATED
 PG2627'71.02 M (233.00 FT) NORTHEAST OF THE SOUTHEAST FENCE CORNER OF HOUSE
 PG2627'908 AND 47.85 M (156.99 FT) EAST OF THE FENCE LINE OF HOUSE LOT 908.
 PG2627
 PG2627                          STATION RECOVERY (2000)
 PG2627
 PG2627'RECOVERY NOTE BY GEODETIC SURVEY OF CANADA 2000 (BP)
 PG2627'NO DESCRIPTIVE TEXT AVAILABLE.  FOR INFORMATION CONTACT BERNARD
 PG2627'PERRON, SERVICE DE LA
 PG2627'GEODESIE, MINISTERE DES RESSOURCES NATURELLES, 5700, 4E AVENUE QUEST,
 PG2627'BUREAU E-305,
 PG2627'CHARLESBOURG (QUEBEC) CANADA G1H 6R1, PHONE 418-627-6281, EXT 2010.
 PG2627'
 PG2627'
 PG2627
 PG2627                          STATION RECOVERY (2001)
 PG2627
 PG2627'RECOVERY NOTE BY GEODETIC SURVEY OF CANADA 2001
 PG2627'RECOVERED AS DESCRIBED.
 PG2627'
 PG2627'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 DQ9591 ***********************************************************************
 DQ9591  DESIGNATION -  79L006
 DQ9591  PID         -  DQ9591
 DQ9591  STATE/COUNTY-  PQ/PORTNEUF
 DQ9591  COUNTRY     -  CANADA
 DQ9591  NTS MAPSHEET-  PORTNEUF (2020)
 DQ9591
 DQ9591                         *CURRENT SURVEY CONTROL
 DQ9591  ______________________________________________________________________
 DQ9591* NAD 83(2011) POSITION- 46 41 18.85072(N) 071 53 03.50943(W)   ADJUSTED
 DQ9591* NAD 83(2011) ELLIP HT-   -23.310 (meters)        (09/20/18)   ADJUSTED
 DQ9591* NAD 83(2011) EPOCH   -  2010.00
 DQ9591* NAVD 88 ORTHO HEIGHT -     5.7   (meters)       19.    (feet) GPS OBS
 DQ9591  ______________________________________________________________________
 DQ9591  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ9591  GEOID HEIGHT    -        -29.026 (meters)                     GEOID12B
 DQ9591  GEOID HEIGHT    -        -29.709 (meters)                     EGM08
 DQ9591  NAD 83(2011) X  -  1,362,813.231 (meters)                     COMP
 DQ9591  NAD 83(2011) Y  - -4,165,668.592 (meters)                     COMP
 DQ9591  NAD 83(2011) Z  -  4,618,067.646 (meters)                     COMP
 DQ9591
 DQ9591  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ9591  Standards:
 DQ9591         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ9591            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ9591  -------------------------------------------------------------------
 DQ9591  NETWORK    0.38   1.18           0.18   0.12   0.60     -0.01543231
 DQ9591  -------------------------------------------------------------------
 DQ9591  Click here for local accuracies and other accuracy information.
 DQ9591
 DQ9591.The positional and height information provided upon this datasheet are not
 DQ9591.officially recognized by the Government of Canada, provincial governments
 DQ9591.within Canada, nor are they intended to replace or substitute for them.
 DQ9591.The intent of sharing this data is to allow access to positions or heights
 DQ9591.recognized by the United States Government. Passive control that is used by
 DQ9591.both nations may share the same or similar designations or descriptions but
 DQ9591.do not share official positions or heights. The 'Station Description' may
 DQ9591.originate from a Canadian 'Station Report' and if so contains information
 DQ9591.licensed under the 'Open Government License - Canada'.
 DQ9591
 DQ9591.The horizontal coordinates were established by GPS observations
 DQ9591.and adjusted by the National Geodetic Survey in September 2018.
 DQ9591
 DQ9591.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ9591.been affixed to the stable North American tectonic plate. See 
 DQ9591.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ9591
 DQ9591.The horizontal coordinates are valid at the epoch date displayed above
 DQ9591.which is a decimal equivalence of Year/Month/Day.
 DQ9591
 DQ9591.The orthometric height was determined by GPS observations and a
 DQ9591.high-resolution geoid model.
 DQ9591
 DQ9591.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9591
 DQ9591.Click photographs - Photos may exist for this station.
 DQ9591
 DQ9591.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ9591
 DQ9591.The ellipsoidal height was determined by GPS observations
 DQ9591.and is referenced to NAD 83.
 DQ9591
 DQ9591. The following values were computed from the NAD 83(2011) position.
 DQ9591
 DQ9591;                    North         East     Units Scale Factor Converg.
 DQ9591;UTM  19      - 5,174,597.873   279,453.304   MT  1.00019790   -2 05 58.4
 DQ9591
 DQ9591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ9591!UTM  19      -   1.00000365  x   1.00019790  =   1.00020155
 DQ9591
 DQ9591_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBM7945374597(NAD 83)
 DQ9591
 DQ9591                          SUPERSEDED SURVEY CONTROL
 DQ9591
 DQ9591.No superseded survey control is available for this station.
 DQ9591
 DQ9591_MARKER: I = METAL ROD
 DQ9591_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 DQ9591_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ9591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9591+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2015
 DQ9591
 DQ9591  HISTORY     - Date     Condition        Report By
 DQ9591  HISTORY     - UNK      MONUMENTED
 DQ9591  HISTORY     - 20150828 GOOD             CADNR
 DQ9591
 DQ9591                          STATION DESCRIPTION
 DQ9591
 DQ9591'DESCRIBED BY CANADIAN DEPT NAT RES 2015 (RJS)
 DQ9591'PORTNEUF.  DEEP BENCH MARK IN MANHOLE IN SOUTHWEST ANGLE OF THE
 DQ9591'JUNCTION OF ENTRANCE TO FEDERAL WHARF AND LEMAY STREET, 19.0 M (62.3
 DQ9591'FT) NORTHWEST OF THE FIRST LAMP POLE ON WHARF, 16.8 M (55.1 FT) WEST
 DQ9591'OF A STOP SIGN, 10.2 M (33.5 FT) WEST OF THE CENTERLINE OF ENTRANCE TO
 DQ9591'WHARF, 8.0 M (26.2 FT) SOUTH OF THE CENTERLINE OF LEMAY STREET AND 2.2
 DQ9591'M (7.2 FT) OF A POLE WITH LIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 DQ9592 ***********************************************************************
 DQ9592  DESIGNATION -  8223056
 DQ9592  PID         -  DQ9592
 DQ9592  STATE/COUNTY-  PQ/PORTNEUF
 DQ9592  COUNTRY     -  CANADA
 DQ9592  NTS MAPSHEET-  PORTNEUF (2020)
 DQ9592
 DQ9592                         *CURRENT SURVEY CONTROL
 DQ9592  ______________________________________________________________________
 DQ9592* NAD 83(2011) POSITION- 46 41 47.11256(N) 071 34 22.83948(W)   ADJUSTED
 DQ9592* NAD 83(2011) ELLIP HT-   -22.953 (meters)        (09/20/18)   ADJUSTED
 DQ9592* NAD 83(2011) EPOCH   -  2010.00
 DQ9592* NAVD 88 ORTHO HEIGHT -     5.7   (meters)       19.    (feet) GPS OBS
 DQ9592  ______________________________________________________________________
 DQ9592  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ9592  GEOID HEIGHT    -        -28.626 (meters)                     GEOID12B
 DQ9592  GEOID HEIGHT    -        -29.319 (meters)                     EGM08
 DQ9592  NAD 83(2011) X  -  1,385,225.096 (meters)                     COMP
 DQ9592  NAD 83(2011) Y  - -4,157,600.507 (meters)                     COMP
 DQ9592  NAD 83(2011) Z  -  4,618,666.501 (meters)                     COMP
 DQ9592
 DQ9592  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ9592  Standards:
 DQ9592         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ9592            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ9592  -------------------------------------------------------------------
 DQ9592  NETWORK    0.33   0.96           0.15   0.11   0.49      0.00153447
 DQ9592  -------------------------------------------------------------------
 DQ9592  Click here for local accuracies and other accuracy information.
 DQ9592
 DQ9592.The positional and height information provided upon this datasheet are not
 DQ9592.officially recognized by the Government of Canada, provincial governments
 DQ9592.within Canada, nor are they intended to replace or substitute for them.
 DQ9592.The intent of sharing this data is to allow access to positions or heights
 DQ9592.recognized by the United States Government. Passive control that is used by
 DQ9592.both nations may share the same or similar designations or descriptions but
 DQ9592.do not share official positions or heights. The 'Station Description' may
 DQ9592.originate from a Canadian 'Station Report' and if so contains information
 DQ9592.licensed under the 'Open Government License - Canada'.
 DQ9592
 DQ9592.The horizontal coordinates were established by GPS observations
 DQ9592.and adjusted by the National Geodetic Survey in September 2018.
 DQ9592
 DQ9592.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ9592.been affixed to the stable North American tectonic plate. See 
 DQ9592.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ9592
 DQ9592.The horizontal coordinates are valid at the epoch date displayed above
 DQ9592.which is a decimal equivalence of Year/Month/Day.
 DQ9592
 DQ9592.The orthometric height was determined by GPS observations and a
 DQ9592.high-resolution geoid model.
 DQ9592
 DQ9592.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9592
 DQ9592.Click photographs - Photos may exist for this station.
 DQ9592
 DQ9592.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ9592
 DQ9592.The ellipsoidal height was determined by GPS observations
 DQ9592.and is referenced to NAD 83.
 DQ9592
 DQ9592. The following values were computed from the NAD 83(2011) position.
 DQ9592
 DQ9592;                    North         East     Units Scale Factor Converg.
 DQ9592;UTM  19      - 5,174,644.729   303,283.975   MT  1.00007566   -1 52 23.0
 DQ9592
 DQ9592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ9592!UTM  19      -   1.00000360  x   1.00007566  =   1.00007926
 DQ9592
 DQ9592_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCM0328374644(NAD 83)
 DQ9592
 DQ9592                          SUPERSEDED SURVEY CONTROL
 DQ9592
 DQ9592.No superseded survey control is available for this station.
 DQ9592
 DQ9592_MARKER: DD = SURVEY DISK
 DQ9592_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ9592_SP_SET: RETAINING WALL
 DQ9592_STAMPING: VAUQUELIN 79 82H0362
 DQ9592_MARK LOGO: CANCG
 DQ9592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ9592+STABILITY: SURFACE MOTION
 DQ9592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9592+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2015
 DQ9592
 DQ9592  HISTORY     - Date     Condition        Report By
 DQ9592  HISTORY     - UNK      MONUMENTED
 DQ9592  HISTORY     - 20150828 GOOD             CADNR
 DQ9592
 DQ9592                          STATION DESCRIPTION
 DQ9592
 DQ9592'DESCRIBED BY CANADIAN DEPT NAT RES 2015 (RJS)
 DQ9592'THE STATION IS LOCATED AT THE NEUVILLE MARINA, AT THE SOUTHWEST CORNER
 DQ9592'OF THE WHARF, IN THE SOUTHWEST END OF A CONCRETE WALL, 14.5 M (47.6
 DQ9592'FT) SOUTHWEST OF THE CENTER OF TOWER, 0.63 M (2.1 FT) NORTHEAST FROM
 DQ9592'THE SOUTHWEST EDGE OF WALL, 0.17 M (0.6 FT) NORTHWEST FROM THE
 DQ9592'SOUTHEAST EDGE OF WALL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 TY3693 ***********************************************************************
 TY3693  DESIGNATION -  8223092
 TY3693  PID         -  TY3693
 TY3693  STATE/COUNTY-  PQ/MARGUERITE D YOUVILLE
 TY3693  COUNTRY     -  CANADA
 TY3693  NTS MAPSHEET-  BELOEIL (2020)
 TY3693
 TY3693                         *CURRENT SURVEY CONTROL
 TY3693  ______________________________________________________________________
 TY3693* NAD 83(2011) POSITION- 45 41 02.61007(N) 073 26 37.10108(W)   ADJUSTED
 TY3693* NAD 83(2011) ELLIP HT-   -20.868 (meters)        (09/20/18)   ADJUSTED
 TY3693* NAD 83(2011) EPOCH   -  2010.00
 TY3693* NAVD 88 ORTHO HEIGHT -    10.2   (meters)       33.    (feet) GPS OBS
 TY3693  ______________________________________________________________________
 TY3693  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 TY3693  GEOID HEIGHT    -        -31.098 (meters)                     GEOID12B
 TY3693  GEOID HEIGHT    -        -31.755 (meters)                     EGM08
 TY3693  NAD 83(2011) X  -  1,271,911.371 (meters)                     COMP
 TY3693  NAD 83(2011) Y  - -4,278,441.588 (meters)                     COMP
 TY3693  NAD 83(2011) Z  -  4,540,769.218 (meters)                     COMP
 TY3693
 TY3693  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 TY3693  Standards:
 TY3693         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 TY3693            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 TY3693  -------------------------------------------------------------------
 TY3693  NETWORK    0.43   1.39           0.19   0.16   0.71     -0.12319484
 TY3693  -------------------------------------------------------------------
 TY3693  Click here for local accuracies and other accuracy information.
 TY3693
 TY3693.The positional and height information provided upon this datasheet are not
 TY3693.officially recognized by the Government of Canada, provincial governments
 TY3693.within Canada, nor are they intended to replace or substitute for them.
 TY3693.The intent of sharing this data is to allow access to positions or heights
 TY3693.recognized by the United States Government. Passive control that is used by
 TY3693.both nations may share the same or similar designations or descriptions but
 TY3693.do not share official positions or heights. The 'Station Description' may
 TY3693.originate from a Canadian 'Station Report' and if so contains information
 TY3693.licensed under the 'Open Government License - Canada'.
 TY3693
 TY3693.The horizontal coordinates were established by GPS observations
 TY3693.and adjusted by the National Geodetic Survey in September 2018.
 TY3693
 TY3693.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 TY3693.been affixed to the stable North American tectonic plate. See 
 TY3693.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 TY3693
 TY3693.The horizontal coordinates are valid at the epoch date displayed above
 TY3693.which is a decimal equivalence of Year/Month/Day.
 TY3693
 TY3693.The orthometric height was determined by GPS observations and a
 TY3693.high-resolution geoid model.
 TY3693
 TY3693.Significant digits in the geoid height do not necessarily reflect accuracy.
 TY3693
 TY3693.Click photographs - Photos may exist for this station.
 TY3693
 TY3693.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TY3693
 TY3693.The ellipsoidal height was determined by GPS observations
 TY3693.and is referenced to NAD 83.
 TY3693
 TY3693. The following values were computed from the NAD 83(2011) position.
 TY3693
 TY3693;                    North         East     Units Scale Factor Converg.
 TY3693;UTM  18      - 5,060,123.084   621,196.350   MT  0.99978059   +1 06 49.4
 TY3693
 TY3693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TY3693!UTM  18      -   1.00000327  x   0.99978059  =   0.99978386
 TY3693
 TY3693_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXR2119660123(NAD 83)
 TY3693
 TY3693                          SUPERSEDED SURVEY CONTROL
 TY3693
 TY3693.No superseded survey control is available for this station.
 TY3693
 TY3693_MARKER: DD = SURVEY DISK
 TY3693_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TY3693_SP_SET: RETAINING WALL
 TY3693_STAMPING: 82H0103
 TY3693_MARK LOGO: CANCG
 TY3693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TY3693+STABILITY: SURFACE MOTION
 TY3693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TY3693+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2015
 TY3693
 TY3693  HISTORY     - Date     Condition        Report By
 TY3693  HISTORY     - 1983     MONUMENTED
 TY3693  HISTORY     - 20150824 GOOD             CADNR
 TY3693
 TY3693                          STATION DESCRIPTION
 TY3693
 TY3693'DESCRIBED BY CANADIAN DEPT NAT RES 2015 (RJS)
 TY3693'WHARF ON THE WEST SIDE OF RUE STE-ANNE, 0.2 KM (0.1 MI) NORTH OF
 TY3693'CHURCH, A CANADIAN COAST GUARD DISK SET IN TOP OF THE SOUTH RETAINING
 TY3693'WALL, 0.80 M (2.6 FT) NORTH OF THE SOUTH FACE, 0.76 M (2.5 FT) WEST OF
 TY3693'THE EAST FACE AND 1.2 M (3.9 FT) ABOVE THE PARKING LOT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 DQ9585 ***********************************************************************
 DQ9585  DESIGNATION -  8427007X
 DQ9585  PID         -  DQ9585
 DQ9585  STATE/COUNTY-  PQ/MONTREAL
 DQ9585  COUNTRY     -  CANADA
 DQ9585  NTS MAPSHEET-  LACHINE (2020)
 DQ9585
 DQ9585                         *CURRENT SURVEY CONTROL
 DQ9585  ______________________________________________________________________
 DQ9585* NAD 83(2011) POSITION- 45 24 16.46715(N) 073 57 24.43731(W)   ADJUSTED
 DQ9585* NAD 83(2011) ELLIP HT-    -6.062 (meters)        (09/20/18)   ADJUSTED
 DQ9585* NAD 83(2011) EPOCH   -  2010.00
 DQ9585* NAVD 88 ORTHO HEIGHT -    24.6   (meters)       81.    (feet) GPS OBS
 DQ9585  ______________________________________________________________________
 DQ9585  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ9585  GEOID HEIGHT    -        -30.699 (meters)                     GEOID12B
 DQ9585  GEOID HEIGHT    -        -31.420 (meters)                     EGM08
 DQ9585  NAD 83(2011) X  -  1,239,672.963 (meters)                     COMP
 DQ9585  NAD 83(2011) Y  - -4,310,979.837 (meters)                     COMP
 DQ9585  NAD 83(2011) Z  -  4,519,024.973 (meters)                     COMP
 DQ9585
 DQ9585  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ9585  Standards:
 DQ9585         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ9585            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ9585  -------------------------------------------------------------------
 DQ9585  NETWORK    0.46   1.45           0.20   0.17   0.74     -0.14664358
 DQ9585  -------------------------------------------------------------------
 DQ9585  Click here for local accuracies and other accuracy information.
 DQ9585
 DQ9585.The positional and height information provided upon this datasheet are not
 DQ9585.officially recognized by the Government of Canada, provincial governments
 DQ9585.within Canada, nor are they intended to replace or substitute for them.
 DQ9585.The intent of sharing this data is to allow access to positions or heights
 DQ9585.recognized by the United States Government. Passive control that is used by
 DQ9585.both nations may share the same or similar designations or descriptions but
 DQ9585.do not share official positions or heights. The 'Station Description' may
 DQ9585.originate from a Canadian 'Station Report' and if so contains information
 DQ9585.licensed under the 'Open Government License - Canada'.
 DQ9585
 DQ9585.The horizontal coordinates were established by GPS observations
 DQ9585.and adjusted by the National Geodetic Survey in September 2018.
 DQ9585
 DQ9585.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ9585.been affixed to the stable North American tectonic plate. See 
 DQ9585.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ9585
 DQ9585.The horizontal coordinates are valid at the epoch date displayed above
 DQ9585.which is a decimal equivalence of Year/Month/Day.
 DQ9585
 DQ9585.The orthometric height was determined by GPS observations and a
 DQ9585.high-resolution geoid model.
 DQ9585
 DQ9585.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9585
 DQ9585.Click photographs - Photos may exist for this station.
 DQ9585
 DQ9585.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ9585
 DQ9585.The ellipsoidal height was determined by GPS observations
 DQ9585.and is referenced to NAD 83.
 DQ9585
 DQ9585. The following values were computed from the NAD 83(2011) position.
 DQ9585
 DQ9585;                    North         East     Units Scale Factor Converg.
 DQ9585;UTM  18      - 5,028,424.337   581,640.311   MT  0.99968195   +0 44 34.4
 DQ9585
 DQ9585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ9585!UTM  18      -   1.00000095  x   0.99968195  =   0.99968290
 DQ9585
 DQ9585_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWR8164028424(NAD 83)
 DQ9585
 DQ9585                          SUPERSEDED SURVEY CONTROL
 DQ9585
 DQ9585.No superseded survey control is available for this station.
 DQ9585
 DQ9585_MARKER: Z = SEE DESCRIPTION
 DQ9585_SETTING: 0 = UNSPECIFIED SETTING
 DQ9585_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ9585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ9585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9585+SATELLITE: SATELLITE OBSERVATIONS - 2015
 DQ9585
 DQ9585  HISTORY     - Date     Condition        Report By
 DQ9585  HISTORY     - 2015     MONUMENTED       CADNR
 DQ9585
 DQ9585                          STATION DESCRIPTION
 DQ9585
 DQ9585'DESCRIBED BY CANADIAN DEPT NAT RES 2015 (RJS)
 DQ9585'STATION IS A SILVER X ON HIGHEST POINT OF BOLLARD. THIS IS A TEMPORARY
 DQ9585'ECCENTRIC POINT SET IN VICINITY OF STATION 8427007. NO OTHER
 DQ9585'INFORMATION PROVIDED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 DQ9584 ***********************************************************************
 DQ9584  DESIGNATION -  84L9032
 DQ9584  PID         -  DQ9584
 DQ9584  STATE/COUNTY-  PQ/VAUDREUIL SOULANGES
 DQ9584  COUNTRY     -  CANADA
 DQ9584  NTS MAPSHEET-  LACHINE (2020)
 DQ9584
 DQ9584                         *CURRENT SURVEY CONTROL
 DQ9584  ______________________________________________________________________
 DQ9584* NAD 83(2011) POSITION- 45 20 04.32641(N) 073 57 43.34242(W)   ADJUSTED
 DQ9584* NAD 83(2011) ELLIP HT-    -6.583 (meters)        (09/20/18)   ADJUSTED
 DQ9584* NAD 83(2011) EPOCH   -  2010.00
 DQ9584* NAVD 88 ORTHO HEIGHT -    23.9   (meters)       78.    (feet) GPS OBS
 DQ9584  ______________________________________________________________________
 DQ9584  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ9584  GEOID HEIGHT    -        -30.442 (meters)                     GEOID12B
 DQ9584  GEOID HEIGHT    -        -31.168 (meters)                     EGM08
 DQ9584  NAD 83(2011) X  -  1,240,808.171 (meters)                     COMP
 DQ9584  NAD 83(2011) Y  - -4,316,417.036 (meters)                     COMP
 DQ9584  NAD 83(2011) Z  -  4,513,556.052 (meters)                     COMP
 DQ9584
 DQ9584  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ9584  Standards:
 DQ9584         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ9584            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ9584  -------------------------------------------------------------------
 DQ9584  NETWORK    0.33   1.04           0.15   0.11   0.53      0.01685847
 DQ9584  -------------------------------------------------------------------
 DQ9584  Click here for local accuracies and other accuracy information.
 DQ9584
 DQ9584.The positional and height information provided upon this datasheet are not
 DQ9584.officially recognized by the Government of Canada, provincial governments
 DQ9584.within Canada, nor are they intended to replace or substitute for them.
 DQ9584.The intent of sharing this data is to allow access to positions or heights
 DQ9584.recognized by the United States Government. Passive control that is used by
 DQ9584.both nations may share the same or similar designations or descriptions but
 DQ9584.do not share official positions or heights. The 'Station Description' may
 DQ9584.originate from a Canadian 'Station Report' and if so contains information
 DQ9584.licensed under the 'Open Government License - Canada'.
 DQ9584
 DQ9584.The horizontal coordinates were established by GPS observations
 DQ9584.and adjusted by the National Geodetic Survey in September 2018.
 DQ9584
 DQ9584.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ9584.been affixed to the stable North American tectonic plate. See 
 DQ9584.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ9584
 DQ9584.The horizontal coordinates are valid at the epoch date displayed above
 DQ9584.which is a decimal equivalence of Year/Month/Day.
 DQ9584
 DQ9584.The orthometric height was determined by GPS observations and a
 DQ9584.high-resolution geoid model.
 DQ9584
 DQ9584.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9584
 DQ9584.Click photographs - Photos may exist for this station.
 DQ9584
 DQ9584.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ9584
 DQ9584.The ellipsoidal height was determined by GPS observations
 DQ9584.and is referenced to NAD 83.
 DQ9584
 DQ9584. The following values were computed from the NAD 83(2011) position.
 DQ9584
 DQ9584;                    North         East     Units Scale Factor Converg.
 DQ9584;UTM  18      - 5,020,638.075   581,329.667   MT  0.99968133   +0 44 17.7
 DQ9584
 DQ9584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ9584!UTM  18      -   1.00000103  x   0.99968133  =   0.99968236
 DQ9584
 DQ9584_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWR8132920638(NAD 83)
 DQ9584
 DQ9584                          SUPERSEDED SURVEY CONTROL
 DQ9584
 DQ9584.No superseded survey control is available for this station.
 DQ9584
 DQ9584_MARKER: DD = SURVEY DISK
 DQ9584_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ9584_SP_SET: RETAINING WALL
 DQ9584_STAMPING: CASC 6 1984
 DQ9584_MARK LOGO: CHS
 DQ9584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ9584+STABILITY: SURFACE MOTION
 DQ9584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9584+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2015
 DQ9584
 DQ9584  HISTORY     - Date     Condition        Report By
 DQ9584  HISTORY     - 1984     MONUMENTED       CADNR
 DQ9584  HISTORY     - 20150824 GOOD             CADNR
 DQ9584
 DQ9584                          STATION DESCRIPTION
 DQ9584
 DQ9584'DESCRIBED BY CANADIAN DEPT NAT RES 2015 (RJS)
 DQ9584'DISK IN THE TOP OF THE EASTERN RETAINING WALL OF THE EASTERN WHARF,
 DQ9584'11.3 M (37.1 FT) FROM THE CORNER OF THE GAUGE BUILDING AND 7.8 M (25.6
 DQ9584'FT) FROM A BOLLARD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 QH0737 ***********************************************************************
 QH0737  DESIGNATION -  882012
 QH0737  PID         -  QH0737
 QH0737  STATE/COUNTY-  PQ/COATICOOK
 QH0737  COUNTRY     -  CANADA
 QH0737  NTS MAPSHEET-  MALVINA (2020)
 QH0737
 QH0737                         *CURRENT SURVEY CONTROL
 QH0737  ______________________________________________________________________
 QH0737* NAD 83(1986) POSITION- 45 01 20.     (N) 071 30 01.     (W)   SCALED
 QH0737* NAVD 88 ORTHO HEIGHT -   338.234 (meters)     1109.69  (feet) ADJUSTED
 QH0737  ______________________________________________________________________
 QH0737  GEOID HEIGHT    -        -27.742 (meters)                     EGM08
 QH0737  DYNAMIC HEIGHT  -        338.197 (meters)     1109.57  (feet) COMP
 QH0737  MODELED GRAVITY -    980,498.0   (mgal)                       NAVD 88
 QH0737
 QH0737  VERT ORDER      -  SECOND    CLASS I
 QH0737
 QH0737.The positional and height information provided upon this datasheet are not
 QH0737.officially recognized by the Government of Canada, provincial governments
 QH0737.within Canada, nor are they intended to replace or substitute for them.
 QH0737.The intent of sharing this data is to allow access to positions or heights
 QH0737.recognized by the United States Government. Passive control that is used by
 QH0737.both nations may share the same or similar designations or descriptions but
 QH0737.do not share official positions or heights. The 'Station Description' may
 QH0737.originate from a Canadian 'Station Report' and if so contains information
 QH0737.licensed under the 'Open Government License - Canada'.
 QH0737
 QH0737.The horizontal coordinates were scaled from a map and have
 QH0737.an estimated accuracy of +/- 6 seconds.
 QH0737
 QH0737.The orthometric height was determined by differential leveling and
 QH0737.adjusted by the NATIONAL GEODETIC SURVEY
 QH0737.in August 1994.
 QH0737
 QH0737.Significant digits in the geoid height do not necessarily reflect accuracy.
 QH0737
 QH0737.Click photographs - Photos may exist for this station.
 QH0737
 QH0737.The dynamic height is computed by dividing the NAVD 88
 QH0737.geopotential number by the normal gravity value computed on the
 QH0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QH0737.degrees latitude (g = 980.6199 gals.).
 QH0737
 QH0737.The modeled gravity was interpolated from observed gravity values.
 QH0737
 QH0737
 QH0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK030884(NAD 83)
 QH0737
 QH0737                          SUPERSEDED SURVEY CONTROL
 QH0737
 QH0737.No superseded survey control is available for this station.
 QH0737
 QH0737_MARKER: DB = BENCH MARK DISK
 QH0737_SETTING: 66 = SET IN ROCK OUTCROP
 QH0737_STAMPING: 882012
 QH0737_MARK LOGO: GSC
 QH0737_MAGNETIC: N = NO MAGNETIC MATERIAL
 QH0737_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QH0737+STABILITY: POSITION/ELEVATION WELL
 QH0737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QH0737+SATELLITE: SATELLITE OBSERVATIONS - August 11, 1993
 QH0737
 QH0737  HISTORY     - Date     Condition        Report By
 QH0737  HISTORY     - 1988     MONUMENTED       GSC
 QH0737  HISTORY     - 19930811 GOOD             VTAT
 QH0737
 QH0737                          STATION DESCRIPTION
 QH0737
 QH0737'DESCRIBED BY VERMONT AGENCY OF TRANSPORTATION 1993
 QH0737'GENERAL LOCATION, EAST HEREFORD, QUEBEC, 0.8 KM (0.50 MI) NORTH OF
 QH0737'U.S. CANADIAN BORDER.
 QH0737'TO REACH FROM THE INTERSECTION OF ROUTE 253 AND THE U.S./CANADIAN
 QH0737'BORDER (BEECHER FALLS, VT - EAST HEREFORD, QUEBEC) GO NORTH ALONG
 QH0737'ROUTE 253 FOR 0.8 KM (0.50 MI) TO A LARGE LEDGE OUTCROP AND THE
 QH0737'STATION ON THE RIGHT, ACROSS FROM A ONE STORY RED BRICK HOUSE (NUMBER
 QH0737'83).
 QH0737'THE STATION IS LOCATED IN THE TOP OF AN 18.3 M (60.0 FT) LONG BY 4.6 M
 QH0737'(15.1 FT) HIGH LEDGE OUTCROP. IT IS 7.8 M (25.6 FT) EAST OF AND ABOUT
 QH0737'3 M (9.8 FT) HIGHER THAN THE CENTERLINE OF ROUTE 253, 3 M (9.8 FT)
 QH0737'EAST OF A STEEL BEAM GUARDRAIL, 14.46 M (47.44 FT) (SLOPE DISTANCE)
 QH0737'SOUTH (MAGNETIC AZIMUTH 201 DEGREES) OF A AN ORANGE CYLINDRICAL
 QH0737'WITNESS SIGN, 15.6 M (51.2 FT) (SLOPE DISTANCE) SOUTH OF A 50 CM
 QH0737'DIAMETER PINE (WITH WITNESS SIGN), 1.3 M (4.3 FT) EAST OF THE WEST
 QH0737'FACE OF THE LEDGE OUTCROP, AND 13.55 M (44.46 FT) NORTH OF THE SOUTH
 QH0737'FACE OF THE LEDGE OUTCROP.
 QH0737'NOTE MARK WAS INCLUDED IN THE CANADIAN 1988 GPS ON BENCHMARK PROJECT.
 QH0737'FOR ADDITIONAL INFORMATION CONTACT SCOTT CROSSLEY, CANADA CENTRE FOR
 QH0737'SURVEYING, 615 BOOTH STREET, OTTAWA, ONTARIO, CANADA, K1A 0E9. PHONE
 QH0737'613-992-1805.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 DQ9589 ***********************************************************************
 DQ9589  DESIGNATION -  8923002
 DQ9589  PID         -  DQ9589
 DQ9589  STATE/COUNTY-  PQ/FRANCHEVILLE
 DQ9589  COUNTRY     -  CANADA
 DQ9589  NTS MAPSHEET-  TROIS-RIVIERE S (2020)
 DQ9589
 DQ9589                         *CURRENT SURVEY CONTROL
 DQ9589  ______________________________________________________________________
 DQ9589* NAD 83(2011) POSITION- 46 20 16.47930(N) 072 32 26.88778(W)   ADJUSTED
 DQ9589* NAD 83(2011) ELLIP HT-   -22.729 (meters)        (09/20/18)   ADJUSTED
 DQ9589* NAD 83(2011) EPOCH   -  2010.00
 DQ9589* NAVD 88 ORTHO HEIGHT -     7.8   (meters)       26.    (feet) GPS OBS
 DQ9589  ______________________________________________________________________
 DQ9589  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ9589  GEOID HEIGHT    -        -30.556 (meters)                     GEOID12B
 DQ9589  GEOID HEIGHT    -        -31.218 (meters)                     EGM08
 DQ9589  NAD 83(2011) X  -  1,323,479.812 (meters)                     COMP
 DQ9589  NAD 83(2011) Y  - -4,207,988.326 (meters)                     COMP
 DQ9589  NAD 83(2011) Z  -  4,591,242.891 (meters)                     COMP
 DQ9589
 DQ9589  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ9589  Standards:
 DQ9589         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ9589            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ9589  -------------------------------------------------------------------
 DQ9589  NETWORK    0.33   1.04           0.15   0.11   0.53     -0.12093519
 DQ9589  -------------------------------------------------------------------
 DQ9589  Click here for local accuracies and other accuracy information.
 DQ9589
 DQ9589.The positional and height information provided upon this datasheet are not
 DQ9589.officially recognized by the Government of Canada, provincial governments
 DQ9589.within Canada, nor are they intended to replace or substitute for them.
 DQ9589.The intent of sharing this data is to allow access to positions or heights
 DQ9589.recognized by the United States Government. Passive control that is used by
 DQ9589.both nations may share the same or similar designations or descriptions but
 DQ9589.do not share official positions or heights. The 'Station Description' may
 DQ9589.originate from a Canadian 'Station Report' and if so contains information
 DQ9589.licensed under the 'Open Government License - Canada'.
 DQ9589
 DQ9589.The horizontal coordinates were established by GPS observations
 DQ9589.and adjusted by the National Geodetic Survey in September 2018.
 DQ9589
 DQ9589.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ9589.been affixed to the stable North American tectonic plate. See 
 DQ9589.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ9589
 DQ9589.The horizontal coordinates are valid at the epoch date displayed above
 DQ9589.which is a decimal equivalence of Year/Month/Day.
 DQ9589
 DQ9589.The orthometric height was determined by GPS observations and a
 DQ9589.high-resolution geoid model.
 DQ9589
 DQ9589.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9589
 DQ9589.Click photographs - Photos may exist for this station.
 DQ9589
 DQ9589.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ9589
 DQ9589.The ellipsoidal height was determined by GPS observations
 DQ9589.and is referenced to NAD 83.
 DQ9589
 DQ9589. The following values were computed from the NAD 83(2011) position.
 DQ9589
 DQ9589;                    North         East     Units Scale Factor Converg.
 DQ9589;UTM  18      - 5,134,531.931   689,256.237   MT  1.00004031   +1 46 46.4
 DQ9589
 DQ9589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ9589!UTM  18      -   1.00000356  x   1.00004031  =   1.00004387
 DQ9589
 DQ9589_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXS8925634531(NAD 83)
 DQ9589
 DQ9589                          SUPERSEDED SURVEY CONTROL
 DQ9589
 DQ9589.No superseded survey control is available for this station.
 DQ9589
 DQ9589_MARKER: DD = SURVEY DISK
 DQ9589_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DQ9589_SP_SET: PIER
 DQ9589_STAMPING: 8910
 DQ9589_MARK LOGO: NONE
 DQ9589_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ9589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9589+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2015
 DQ9589
 DQ9589  HISTORY     - Date     Condition        Report By
 DQ9589  HISTORY     - UNK      MONUMENTED
 DQ9589  HISTORY     - 20150827 GOOD             CADNR
 DQ9589
 DQ9589                          STATION DESCRIPTION
 DQ9589
 DQ9589'DESCRIBED BY CANADIAN DEPT NAT RES 2015 (RJS)
 DQ9589'PORT DE TROISE-RIVIERES DISK SET IN THE FRONT EDGE OF CONCRETE PIER
 DQ9589'FACING THE BOLLARD AT NORTHEAST END OF HANGER NUMBER 10.  LOCATED
 DQ9589'47.70 M (156.5 FT) FROM THE NORTHEAST CORNER OF HANGAR AND 1.05 M (3.4
 DQ9589'FT) FROM THE EDGE OF THE PIER.  THE NUMBERS ---89--- IN STAMPING ARE
 DQ9589'FAINT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 DQ9593 ***********************************************************************
 DQ9593  DESIGNATION -  9224068X
 DQ9593  PID         -  DQ9593
 DQ9593  STATE/COUNTY-  PQ/QUEBEC
 DQ9593  COUNTRY     -  CANADA
 DQ9593  NTS MAPSHEET-  QUEBEC (2020)
 DQ9593
 DQ9593                         *CURRENT SURVEY CONTROL
 DQ9593  ______________________________________________________________________
 DQ9593* NAD 83(2011) POSITION- 46 49 30.95059(N) 071 11 45.17587(W)   ADJUSTED
 DQ9593* NAD 83(2011) ELLIP HT-   -23.071 (meters)        (09/20/18)   ADJUSTED
 DQ9593* NAD 83(2011) EPOCH   -  2010.00
 DQ9593* NAVD 88 ORTHO HEIGHT -     5.0   (meters)       16.    (feet) GPS OBS
 DQ9593  ______________________________________________________________________
 DQ9593  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ9593  GEOID HEIGHT    -        -28.073 (meters)                     GEOID12B
 DQ9593  GEOID HEIGHT    -        -28.767 (meters)                     EGM08
 DQ9593  NAD 83(2011) X  -  1,409,197.431 (meters)                     COMP
 DQ9593  NAD 83(2011) Y  - -4,138,515.276 (meters)                     COMP
 DQ9593  NAD 83(2011) Z  -  4,628,478.336 (meters)                     COMP
 DQ9593
 DQ9593  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ9593  Standards:
 DQ9593         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ9593            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ9593  -------------------------------------------------------------------
 DQ9593  NETWORK    0.33   1.00           0.15   0.11   0.51      0.01175347
 DQ9593  -------------------------------------------------------------------
 DQ9593  Click here for local accuracies and other accuracy information.
 DQ9593
 DQ9593.The positional and height information provided upon this datasheet are not
 DQ9593.officially recognized by the Government of Canada, provincial governments
 DQ9593.within Canada, nor are they intended to replace or substitute for them.
 DQ9593.The intent of sharing this data is to allow access to positions or heights
 DQ9593.recognized by the United States Government. Passive control that is used by
 DQ9593.both nations may share the same or similar designations or descriptions but
 DQ9593.do not share official positions or heights. The 'Station Description' may
 DQ9593.originate from a Canadian 'Station Report' and if so contains information
 DQ9593.licensed under the 'Open Government License - Canada'.
 DQ9593
 DQ9593.The horizontal coordinates were established by GPS observations
 DQ9593.and adjusted by the National Geodetic Survey in September 2018.
 DQ9593
 DQ9593.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ9593.been affixed to the stable North American tectonic plate. See 
 DQ9593.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ9593
 DQ9593.The horizontal coordinates are valid at the epoch date displayed above
 DQ9593.which is a decimal equivalence of Year/Month/Day.
 DQ9593
 DQ9593.The orthometric height was determined by GPS observations and a
 DQ9593.high-resolution geoid model.
 DQ9593
 DQ9593.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9593
 DQ9593.Click photographs - Photos may exist for this station.
 DQ9593
 DQ9593.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ9593
 DQ9593.The ellipsoidal height was determined by GPS observations
 DQ9593.and is referenced to NAD 83.
 DQ9593
 DQ9593. The following values were computed from the NAD 83(2011) position.
 DQ9593
 DQ9593;                    North         East     Units Scale Factor Converg.
 DQ9593;UTM  19      - 5,188,087.747   332,515.866   MT  0.99994478   -1 36 06.3
 DQ9593
 DQ9593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ9593!UTM  19      -   1.00000362  x   0.99994478  =   0.99994840
 DQ9593
 DQ9593_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCM3251588087(NAD 83)
 DQ9593
 DQ9593                          SUPERSEDED SURVEY CONTROL
 DQ9593
 DQ9593.No superseded survey control is available for this station.
 DQ9593
 DQ9593_MARKER: Z = SEE DESCRIPTION
 DQ9593_SETTING: 0 = UNSPECIFIED SETTING
 DQ9593_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ9593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ9593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9593+SATELLITE: SATELLITE OBSERVATIONS - 2015
 DQ9593
 DQ9593  HISTORY     - Date     Condition        Report By
 DQ9593  HISTORY     - 2015     MONUMENTED       CADNR
 DQ9593
 DQ9593                          STATION DESCRIPTION
 DQ9593
 DQ9593'DESCRIBED BY CANADIAN DEPT NAT RES 2015 (RJS)
 DQ9593'THIS IS A TEMPORARY ECCENTRIC POINT SET IN VICINITY OF STATION
 DQ9593'9224068. NO OTHER INFORMATION PROVIDED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 AJ5828 ***********************************************************************
 AJ5828  DESIGNATION -  94K0009
 AJ5828  PID         -  AJ5828
 AJ5828  STATE/COUNTY-  PQ/SHERBROOKE
 AJ5828  COUNTRY     -  CANADA
 AJ5828  NTS MAPSHEET-  SHERBROOKE (2020)
 AJ5828
 AJ5828                         *CURRENT SURVEY CONTROL
 AJ5828  ______________________________________________________________________
 AJ5828* NAD 83(2011) POSITION- 45 24 29.91789(N) 071 59 10.21788(W)   ADJUSTED
 AJ5828* NAD 83(2011) ELLIP HT-   220.472 (meters)        (06/27/12)   ADJUSTED
 AJ5828* NAD 83(2011) EPOCH   -  2010.00
 AJ5828* NAVD 88 ORTHO HEIGHT -   248.0   (meters)      814.    (feet) GPS OBS
 AJ5828  ______________________________________________________________________
 AJ5828  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ5828  GEOID HEIGHT    -        -27.530 (meters)                     GEOID99
 AJ5828  GEOID HEIGHT    -        -28.209 (meters)                     EGM08
 AJ5828  NAD 83(2011) X  -  1,387,139.066 (meters)                     COMP
 AJ5828  NAD 83(2011) Y  - -4,265,671.736 (meters)                     COMP
 AJ5828  NAD 83(2011) Z  -  4,519,477.832 (meters)                     COMP
 AJ5828
 AJ5828  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ5828  Standards:
 AJ5828         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ5828            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ5828  -------------------------------------------------------------------
 AJ5828  NETWORK    0.98   1.74           0.45   0.33   0.89      0.08392288
 AJ5828  -------------------------------------------------------------------
 AJ5828  Click here for local accuracies and other accuracy information.
 AJ5828
 AJ5828.The positional and height information provided upon this datasheet are not
 AJ5828.officially recognized by the Government of Canada, provincial governments
 AJ5828.within Canada, nor are they intended to replace or substitute for them.
 AJ5828.The intent of sharing this data is to allow access to positions or heights
 AJ5828.recognized by the United States Government. Passive control that is used by
 AJ5828.both nations may share the same or similar designations or descriptions but
 AJ5828.do not share official positions or heights. The 'Station Description' may
 AJ5828.originate from a Canadian 'Station Report' and if so contains information
 AJ5828.licensed under the 'Open Government License - Canada'.
 AJ5828
 AJ5828.The horizontal coordinates were established by GPS observations
 AJ5828.and adjusted by the National Geodetic Survey in June 2012.
 AJ5828
 AJ5828.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ5828.been affixed to the stable North American tectonic plate. See 
 AJ5828.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ5828
 AJ5828.The horizontal coordinates are valid at the epoch date displayed above
 AJ5828.which is a decimal equivalence of Year/Month/Day.
 AJ5828
 AJ5828.The orthometric height was determined by GPS observations and a
 AJ5828.high-resolution geoid model.
 AJ5828
 AJ5828.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ5828
 AJ5828.Click photographs - Photos may exist for this station.
 AJ5828
 AJ5828.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5828
 AJ5828.The ellipsoidal height was determined by GPS observations
 AJ5828.and is referenced to NAD 83.
 AJ5828
 AJ5828. The following values were computed from the NAD 83(2011) position.
 AJ5828
 AJ5828;                    North         East     Units Scale Factor Converg.
 AJ5828;UTM  19      - 5,032,648.582   266,322.978   MT  1.00027142   -2 07 39.0
 AJ5828;UTM  18      - 5,032,729.352   735,841.219   MT  1.00028392   +2 08 50.0
 AJ5828
 AJ5828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5828!UTM  19      -   0.99996544  x   1.00027142  =   1.00023685
 AJ5828!UTM  18      -   0.99996544  x   1.00028392  =   1.00024935
 AJ5828
 AJ5828_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBL6632232648(NAD 83)
 AJ5828
 AJ5828                          SUPERSEDED SURVEY CONTROL
 AJ5828
 AJ5828  NAD 83(2007)-  45 24 29.91829(N)    071 59 10.21862(W) AD(2002.00) 0
 AJ5828  ELLIP H (02/10/07)  220.486  (m)                       GP(2002.00)    
 AJ5828  NAD 83(1996)-  45 24 29.91864(N)    071 59 10.21933(W) AD(       ) A
 AJ5828  ELLIP H (11/05/01)  220.477  (m)                       GP(       ) 4 1
 AJ5828
 AJ5828.Superseded values are not recommended for survey control.
 AJ5828
 AJ5828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5828.See file dsdata.pdf to determine how the superseded data were derived.
 AJ5828
 AJ5828_MARKER: Z = SEE DESCRIPTION
 AJ5828_SETTING: 0 = UNSPECIFIED SETTING
 AJ5828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5828+STABILITY: SURFACE MOTION
 AJ5828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5828+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2001
 AJ5828
 AJ5828  HISTORY     - Date     Condition        Report By
 AJ5828  HISTORY     - UNK      MONUMENTED
 AJ5828  HISTORY     - 20010801 GOOD             GSC
 AJ5828
 AJ5828                          STATION DESCRIPTION
 AJ5828
 AJ5828'DESCRIBED BY GEODETIC SURVEY OF CANADA 2001 (BP)
 AJ5828'NO DESCRIPTIVE TEXT AVAILABLE.  FOR INFORMATION CONTACT BERNARD
 AJ5828'PERRON, SERVICE DE LA
 AJ5828'GEODESIE, MINISTERE DES RESSOURCES NATURELLES, 5700, 4E AVENUE QUEST,
 AJ5828'BUREAU E-305,
 AJ5828'CHARLESBOURG (QUEBEC) CANADA G1H 6R1, PHONE 418-627-6281, EXT 2010.
 AJ5828'
 AJ5828'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 AJ2690 ***********************************************************************
 AJ2690  DESIGNATION -  94K0010
 AJ2690  PID         -  AJ2690
 AJ2690  STATE/COUNTY-  PQ/BEAUCE SARTIGAN
 AJ2690  COUNTRY     -  CANADA
 AJ2690  NTS MAPSHEET-  BEAUCEVILLE (2020)
 AJ2690
 AJ2690                         *CURRENT SURVEY CONTROL
 AJ2690  ______________________________________________________________________
 AJ2690* NAD 83(2011) POSITION- 46 01 09.00527(N) 070 44 41.13380(W)   ADJUSTED
 AJ2690* NAD 83(2011) ELLIP HT-   364.735 (meters)        (06/27/12)   ADJUSTED
 AJ2690* NAD 83(2011) EPOCH   -  2010.00
 AJ2690* NAVD 88 ORTHO HEIGHT -   391.80  (meters)     1285.4   (feet) LEVELING
 AJ2690  ______________________________________________________________________
 AJ2690  GEOID HEIGHT    -        -27.767 (meters)                     EGM08
 AJ2690  NAD 83(2011) X  -  1,463,233.898 (meters)                     COMP
 AJ2690  NAD 83(2011) Y  - -4,188,827.434 (meters)                     COMP
 AJ2690  NAD 83(2011) Z  -  4,566,989.753 (meters)                     COMP
 AJ2690  VERT ORDER      -  THIRD ?
 AJ2690
 AJ2690  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ2690  Standards:
 AJ2690         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ2690            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ2690  -------------------------------------------------------------------
 AJ2690  NETWORK    0.84   1.59           0.37   0.31   0.81      0.10373280
 AJ2690  -------------------------------------------------------------------
 AJ2690  Click here for local accuracies and other accuracy information.
 AJ2690
 AJ2690.The positional and height information provided upon this datasheet are not
 AJ2690.officially recognized by the Government of Canada, provincial governments
 AJ2690.within Canada, nor are they intended to replace or substitute for them.
 AJ2690.The intent of sharing this data is to allow access to positions or heights
 AJ2690.recognized by the United States Government. Passive control that is used by
 AJ2690.both nations may share the same or similar designations or descriptions but
 AJ2690.do not share official positions or heights. The 'Station Description' may
 AJ2690.originate from a Canadian 'Station Report' and if so contains information
 AJ2690.licensed under the 'Open Government License - Canada'.
 AJ2690
 AJ2690.The horizontal coordinates were established by GPS observations
 AJ2690.and adjusted by the National Geodetic Survey in June 2012.
 AJ2690
 AJ2690.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ2690.been affixed to the stable North American tectonic plate. See 
 AJ2690.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ2690
 AJ2690.The horizontal coordinates are valid at the epoch date displayed above
 AJ2690.which is a decimal equivalence of Year/Month/Day.
 AJ2690
 AJ2690.The orthometric height was determined by differential leveling.
 AJ2690.The vertical network tie was performed by a horz. field party for horz.
 AJ2690.obs reductions. Reset procedures were used to establish the elevation.
 AJ2690
 AJ2690.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ2690
 AJ2690.Click photographs - Photos may exist for this station.
 AJ2690
 AJ2690.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2690
 AJ2690.The ellipsoidal height was determined by GPS observations
 AJ2690.and is referenced to NAD 83.
 AJ2690
 AJ2690. The following values were computed from the NAD 83(2011) position.
 AJ2690
 AJ2690;                    North         East     Units Scale Factor Converg.
 AJ2690;UTM  19      - 5,097,657.095   364,946.616   MT  0.99982422   -1 15 20.4
 AJ2690
 AJ2690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2690!UTM  19      -   0.99994282  x   0.99982422  =   0.99976705
 AJ2690
 AJ2690_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL6494697657(NAD 83)
 AJ2690
 AJ2690                          SUPERSEDED SURVEY CONTROL
 AJ2690
 AJ2690  NAD 83(2007)-  46 01 09.00566(N)    070 44 41.13457(W) AD(2002.00) 0
 AJ2690  ELLIP H (02/10/07)  364.754  (m)                       GP(2002.00)    
 AJ2690  NAD 83(1996)-  46 01 09.00577(N)    070 44 41.13508(W) AD(       ) A
 AJ2690  ELLIP H (04/26/01)  364.778  (m)                       GP(       ) 4 1
 AJ2690
 AJ2690.Superseded values are not recommended for survey control.
 AJ2690
 AJ2690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2690.See file dsdata.pdf to determine how the superseded data were derived.
 AJ2690
 AJ2690_MARKER: Z = SEE DESCRIPTION
 AJ2690_SETTING: 0 = UNSPECIFIED SETTING
 AJ2690_MARK LOGO: NONE
 AJ2690_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2690+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2000
 AJ2690
 AJ2690  HISTORY     - Date     Condition        Report By
 AJ2690  HISTORY     - 1994     MONUMENTED       GSC
 AJ2690  HISTORY     - 20000707 GOOD             GSC
 AJ2690  HISTORY     - 20000731 GOOD             GSC
 AJ2690
 AJ2690                          STATION DESCRIPTION
 AJ2690
 AJ2690'DESCRIBED BY GEODETIC SURVEY OF CANADA 2000 (BP)
 AJ2690'TO REACH THE STATION FROM THE CHURCH IN ST-JEAN-DE-LA-LANDE, GO
 AJ2690'SOUTHWEST FOR 4.3 KM (2.65 MI) TO THE STATION, ON THE SUMMIT OF A
 AJ2690'HILL, ABOUT 150 M (492.1 FT) SOUTHEAST OF THE BARN OF RAYMOND ROY. THE
 AJ2690'STATION IS AN INVERTED 5/8 INCH BOLT ON A STAINLESS STEEL PLATE ATOP A
 AJ2690'CONCRETE PIER.  THE DATUM POINT IS THE CENTER OF THE BOLT AT THE POINT
 AJ2690'THE BOLT AND TOP OF STAINLESS STEEL PLATE INTERSECT.  THE SURVEY
 AJ2690'MONUMENT WAS CENTERED ON TOP OF STATION 78K0438, NGS PID RG0365.  FOR
 AJ2690'FURTHER INFORMATION, CONTACT BERNARD PERRON, SERVICE DE LA GEODESIE,
 AJ2690'MINISTERE DES RESSOURCES NATURELLES, 5700, 4E AVENUE QUEST, BUREAU
 AJ2690'E-305, CHARLESBOURG (QUEBEC) CANADA G1H 6R1, PHONE 418-627-6281, EXT
 AJ2690'2010.
 AJ2690
 AJ2690                          STATION RECOVERY (2000)
 AJ2690
 AJ2690'RECOVERY NOTE BY GEODETIC SURVEY OF CANADA 2000 (BP)
 AJ2690'TO REACH THE STATION FROM THE CHURCH IN ST-JEAN-DE-LA-LANDE, GO
 AJ2690'SOUTHWEST FOR 4.3 KM
 AJ2690'(2.65 MI) TO THE STATION, ON THE SUMMIT OF A HILL, ABOUT 150 M (492.1
 AJ2690'FT) SOUTHEAST OF THE
 AJ2690'BARN OF RAYMOND ROY. THE STATION IS AN INVERTED 5/8 INCH BOLT ON A
 AJ2690'STAINLESS STEEL PLATE
 AJ2690'ATOP A CONCRETE PIER.  THE DATUM POINT IS THE CENTER OF THE BOLT AT
 AJ2690'THE POINT THE BOLT
 AJ2690'AND TOP OF STAINLESS STEEL PLATE INTERSECT.  THE SURVEY MONUMENT WAS
 AJ2690'CENTERED ON TOP
 AJ2690'OF STATION 78K0438, NGS PID RG0365.  FOR FURTHER INFORMATION, CONTACT
 AJ2690'BERNARD PERRON,
 AJ2690'SERVICE DE LA GEODESIE, MINISTERE DES RESSOURCES NATURELLES, 5700, 4E
 AJ2690'AVENUE QUEST,
 AJ2690'BUREAU E-305, CHARLESBOURG (QUEBEC) CANADA G1H 6R1, PHONE
 AJ2690'418-627-6281, EXT 2010.
 AJ2690'
 AJ2690'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 AJ2689 ***********************************************************************
 AJ2689  DESIGNATION -  962002
 AJ2689  PID         -  AJ2689
 AJ2689  STATE/COUNTY-  PQ/KAMOURASKA
 AJ2689  COUNTRY     -  CANADA
 AJ2689  NTS MAPSHEET-  ILE AUX COUDRES (2020)
 AJ2689
 AJ2689                         *CURRENT SURVEY CONTROL
 AJ2689  ______________________________________________________________________
 AJ2689* NAD 83(2011) POSITION- 47 20 28.98018(N) 070 00 30.79448(W)   ADJUSTED
 AJ2689* NAD 83(2011) ELLIP HT-   104.309 (meters)        (06/27/12)   ADJUSTED
 AJ2689* NAD 83(2011) EPOCH   -  2010.00
 AJ2689* NAVD 88 ORTHO HEIGHT -   131.7   (meters)      432.    (feet) GPS OBS
 AJ2689  ______________________________________________________________________
 AJ2689  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ2689  GEOID HEIGHT    -        -27.349 (meters)                     GEOID99
 AJ2689  GEOID HEIGHT    -        -27.820 (meters)                     EGM08
 AJ2689  NAD 83(2011) X  -  1,480,313.881 (meters)                     COMP
 AJ2689  NAD 83(2011) Y  - -4,069,019.026 (meters)                     COMP
 AJ2689  NAD 83(2011) Z  -  4,667,642.546 (meters)                     COMP
 AJ2689
 AJ2689  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ2689  Standards:
 AJ2689         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ2689            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ2689  -------------------------------------------------------------------
 AJ2689  NETWORK    0.84   1.57           0.39   0.28   0.80      0.06922186
 AJ2689  -------------------------------------------------------------------
 AJ2689  Click here for local accuracies and other accuracy information.
 AJ2689
 AJ2689.The positional and height information provided upon this datasheet are not
 AJ2689.officially recognized by the Government of Canada, provincial governments
 AJ2689.within Canada, nor are they intended to replace or substitute for them.
 AJ2689.The intent of sharing this data is to allow access to positions or heights
 AJ2689.recognized by the United States Government. Passive control that is used by
 AJ2689.both nations may share the same or similar designations or descriptions but
 AJ2689.do not share official positions or heights. The 'Station Description' may
 AJ2689.originate from a Canadian 'Station Report' and if so contains information
 AJ2689.licensed under the 'Open Government License - Canada'.
 AJ2689
 AJ2689.The horizontal coordinates were established by GPS observations
 AJ2689.and adjusted by the National Geodetic Survey in June 2012.
 AJ2689
 AJ2689.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ2689.been affixed to the stable North American tectonic plate. See 
 AJ2689.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ2689
 AJ2689.The horizontal coordinates are valid at the epoch date displayed above
 AJ2689.which is a decimal equivalence of Year/Month/Day.
 AJ2689
 AJ2689.The orthometric height was determined by GPS observations and a
 AJ2689.high-resolution geoid model.
 AJ2689
 AJ2689.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ2689
 AJ2689.Click photographs - Photos may exist for this station.
 AJ2689
 AJ2689.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2689
 AJ2689.The ellipsoidal height was determined by GPS observations
 AJ2689.and is referenced to NAD 83.
 AJ2689
 AJ2689. The following values were computed from the NAD 83(2011) position.
 AJ2689
 AJ2689;                    North         East     Units Scale Factor Converg.
 AJ2689;UTM  19      - 5,243,595.081   423,814.170   MT  0.99967133   -0 44 30.2
 AJ2689
 AJ2689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2689!UTM  19      -   0.99998365  x   0.99967133  =   0.99965499
 AJ2689
 AJ2689_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN2381443595(NAD 83)
 AJ2689
 AJ2689                          SUPERSEDED SURVEY CONTROL
 AJ2689
 AJ2689  NAD 83(2007)-  47 20 28.98053(N)    070 00 30.79523(W) AD(2002.00) 0
 AJ2689  ELLIP H (02/10/07)  104.323  (m)                       GP(2002.00)    
 AJ2689  NAD 83(1996)-  47 20 28.98074(N)    070 00 30.79594(W) AD(       ) A
 AJ2689  ELLIP H (04/26/01)  104.291  (m)                       GP(       ) 4 1
 AJ2689
 AJ2689.Superseded values are not recommended for survey control.
 AJ2689
 AJ2689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2689.See file dsdata.pdf to determine how the superseded data were derived.
 AJ2689
 AJ2689_MARKER: Z = SEE DESCRIPTION
 AJ2689_SETTING: 0 = UNSPECIFIED SETTING
 AJ2689_MARK LOGO: NONE
 AJ2689_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2689+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2000
 AJ2689
 AJ2689  HISTORY     - Date     Condition        Report By
 AJ2689  HISTORY     - 1996     MONUMENTED       GSC
 AJ2689  HISTORY     - 20000707 GOOD             GSC
 AJ2689
 AJ2689                          STATION DESCRIPTION
 AJ2689
 AJ2689'DESCRIBED BY GEODETIC SURVEY OF CANADA 2000 (BP)
 AJ2689'THE STATION IS AN INVERTED 5/8 INCH THREADED BOLT ON A STAINLESS STEEL
 AJ2689'PLATE ATOP A CONCRETE PIER.  THE DATUM POINT IS THE CENTER OF BOLT AT
 AJ2689'THE POINT THE BOLT AND STAINLESS STEEL PLATE INTERSECT.  FOR FURTHER
 AJ2689'INFORMATION, CONTACT BERNARD PERRON, SERVICE DE LA GEODESIE, MINISTERE
 AJ2689'DES RESSOURCES NATURELLES, 5700, 4E AVENUE QUEST, BUREAU E-305,
 AJ2689'CHARLESBOURG (QUEBEC) CANADA G1H 6R1, PHONE 418-627-6281, EXT 2010.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2339 ***********************************************************************
 PG2339  DESIGNATION -  ABERCORN BM
 PG2339  PID         -  PG2339
 PG2339  STATE/COUNTY-  PQ/BROME MISSISQUOI
 PG2339  COUNTRY     -  CANADA
 PG2339  NTS MAPSHEET-  COWANSVILLE (2020)
 PG2339
 PG2339                         *CURRENT SURVEY CONTROL
 PG2339  ______________________________________________________________________
 PG2339* NAD 83(1996) POSITION- 45 01 15.64740(N) 072 39 42.78075(W)   ADJUSTED
 PG2339* NAVD 88 ORTHO HEIGHT -   149.99  (+/-2cm)      492.1   (feet) VERTCON
 PG2339  ______________________________________________________________________
 PG2339  GEOID HEIGHT    -        -28.742 (meters)                     EGM08
 PG2339  HORZ ORDER      -  THIRD
 PG2339  VERT ORDER      -  THIRD ? (See Below)
 PG2339
 PG2339.The positional and height information provided upon this datasheet are not
 PG2339.officially recognized by the Government of Canada, provincial governments
 PG2339.within Canada, nor are they intended to replace or substitute for them.
 PG2339.The intent of sharing this data is to allow access to positions or heights
 PG2339.recognized by the United States Government. Passive control that is used by
 PG2339.both nations may share the same or similar designations or descriptions but
 PG2339.do not share official positions or heights. The 'Station Description' may
 PG2339.originate from a Canadian 'Station Report' and if so contains information
 PG2339.licensed under the 'Open Government License - Canada'.
 PG2339
 PG2339.The horizontal coordinates were established by classical geodetic methods
 PG2339.and adjusted by the National Geodetic Survey in May 1998.
 PG2339
 PG2339.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2339
 PG2339.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2339
 PG2339.The vertical order pertains to the NGVD 29 superseded value.
 PG2339
 PG2339.Click photographs - Photos may exist for this station.
 PG2339
 PG2339. The following values were computed from the NAD 83(1996) position.
 PG2339
 PG2339;                    North         East     Units Scale Factor Converg.
 PG2339;UTM  18      - 4,987,944.182   684,212.007   MT  1.00001728   +1 39 15.7
 PG2339
 PG2339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2339!UTM  18      -   0.99998099  x   1.00001728  =   0.99999827
 PG2339
 PG2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ8421287944(NAD 83)
 PG2339
 PG2339                          SUPERSEDED SURVEY CONTROL
 PG2339
 PG2339  NAD 83(1992)-  45 01 15.64603(N)    072 39 42.78009(W) AD(       ) 3
 PG2339  NAD 83(1986)-  45 01 15.65666(N)    072 39 42.77703(W) AD(       ) 3
 PG2339  NAD 27      -  45 01 15.49435(N)    072 39 44.35064(W) AD(       ) 3
 PG2339  NGVD 29             150.12   (m)          492.5    (f) LEVELING    3  
 PG2339
 PG2339.Superseded values are not recommended for survey control.
 PG2339
 PG2339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2339.See file dsdata.pdf to determine how the superseded data were derived.
 PG2339
 PG2339_MARKER: B = BOLT
 PG2339_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PG2339_SP_SET: CULVERT HEADWALL
 PG2339_STAMPING: BM NO 55
 PG2339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG2339+STABILITY: SURFACE MOTION
 PG2339
 PG2339  HISTORY     - Date     Condition        Report By
 PG2339  HISTORY     - 1917     MONUMENTED       GSC
 PG2339
 PG2339                          STATION DESCRIPTION
 PG2339
 PG2339'DESCRIBED BY GEODETIC SURVEY OF CANADA 1917 (JDC)
 PG2339'IN SUTTON TOWNSHIP, IN THE EAST FACE OF A CONCRETE CULVERT UNDER THE
 PG2339'CANADIAN PACIFIC RAILWAY, 250 FEET NORTH OF A DIAGONAL HIGHWAY
 PG2339'CROSSING, AT MILEAGE 25.8 FROM ENLAUGRA, QUEBEC, 1 MILE SOUTH OF
 PG2339'ABERCORN, QUEBEC.
 PG2339'
 PG2339'STATION MARK--BENCH MARK BOLT OF THE GEODETIC SURVEY OF CANADA,
 PG2339'STAMPED---B.M. NO. 55--- .
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PH2248 ***********************************************************************
 PH2248  DESIGNATION -  ALOUETTE
 PH2248  PID         -  PH2248
 PH2248  STATE/COUNTY-  PQ/LE HAUT SAINT LAURENT
 PH2248  COUNTRY     -  CANADA
 PH2248  NTS MAPSHEET-  HUNTINGDON (2020)
 PH2248
 PH2248                         *CURRENT SURVEY CONTROL
 PH2248  ______________________________________________________________________
 PH2248* NAD 83(1996) POSITION- 45 00 24.95610(N) 074 09 55.92016(W)   ADJUSTED
 PH2248* NAVD 88 ORTHO HEIGHT -    93.68  (+/-2cm)      307.3   (feet) VERTCON
 PH2248  ______________________________________________________________________
 PH2248  GEOID HEIGHT    -        -30.062 (meters)                     EGM08
 PH2248  HORZ ORDER      -  FIRST
 PH2248  VERT ORDER      -  THIRD ? (See Below)
 PH2248
 PH2248.The positional and height information provided upon this datasheet are not
 PH2248.officially recognized by the Government of Canada, provincial governments
 PH2248.within Canada, nor are they intended to replace or substitute for them.
 PH2248.The intent of sharing this data is to allow access to positions or heights
 PH2248.recognized by the United States Government. Passive control that is used by
 PH2248.both nations may share the same or similar designations or descriptions but
 PH2248.do not share official positions or heights. The 'Station Description' may
 PH2248.originate from a Canadian 'Station Report' and if so contains information
 PH2248.licensed under the 'Open Government License - Canada'.
 PH2248
 PH2248.The horizontal coordinates were established by classical geodetic methods
 PH2248.and adjusted by the National Geodetic Survey in January 1999.
 PH2248
 PH2248.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH2248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH2248
 PH2248.Significant digits in the geoid height do not necessarily reflect accuracy.
 PH2248
 PH2248.The vertical order pertains to the NGVD 29 superseded value.
 PH2248
 PH2248.Click photographs - Photos may exist for this station.
 PH2248
 PH2248. The following values were computed from the NAD 83(1996) position.
 PH2248
 PH2248;                    North         East     Units Scale Factor Converg.
 PH2248;UTM  18      - 4,984,059.155   565,760.806   MT  0.99965317   +0 35 24.5
 PH2248
 PH2248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2248!UTM  18      -   0.99999003  x   0.99965317  =   0.99964320
 PH2248
 PH2248_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ6576084059(NAD 83)
 PH2248
 PH2248                          SUPERSEDED SURVEY CONTROL
 PH2248
 PH2248  NAD 83(1986)-  45 00 24.95423(N)    074 09 55.92574(W) AD(       ) 1
 PH2248  NAD 27      -  45 00 24.83123(N)    074 09 57.31035(W) AD(       ) 1
 PH2248  NGVD 29              93.82   (m)          307.8    (f) LEVELING    3  
 PH2248
 PH2248.Superseded values are not recommended for survey control.
 PH2248
 PH2248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2248.See file dsdata.pdf to determine how the superseded data were derived.
 PH2248
 PH2248_MARKER: DD = SURVEY DISK
 PH2248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH2248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH2248+STABILITY: SURFACE MOTION
 PH2248
 PH2248  HISTORY     - Date     Condition        Report By
 PH2248  HISTORY     - 1974     MONUMENTED       LOCSUR
 PH2248
 PH2248                          STATION DESCRIPTION
 PH2248
 PH2248'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 PH2248'THE STATION IS LOCATED IN ELGIN TOWNSHIP.  TO REACH THE STATION FROM
 PH2248'THE INTERSECTION IN HERDMAN OF HWY 202 WITH THE ROAD GOING SOUTH
 PH2248'AND LEADING TO THE BORDER, DRIVE ON THIS ROAD FOR 1.3 MILES
 PH2248'(2.09 KM) TO THE INTERSECTION WITH THE FIRST CONCESSION ROAD, THEN
 PH2248'TURN RIGHT AND GO WEST ON THE FIRST CONCESSION ROAD FOR 3.3 MILES
 PH2248'(5.31 KM) TO POWERSCOURT, CROSS THE COVERED BRIDGE AND CONTINUE FOR
 PH2248'0.2 MILES (.32 KM) TO A KNOLL.  THE STATION IS 12.1 METRES NORTH
 PH2248'OF THE CENTRE-LINE OF THE ROAD.
 PH2248'
 PH2248'STATION MARK--QUEBEC LANDS AND FORESTS TABLET STAMPED---74K0098---.
 PH2248'IT IS IN A CONCRETE BLOCK RAISED ABOUT 15 CM ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 QH0361 ***********************************************************************
 QH0361  DESIGNATION -  ARNOLD IBC
 QH0361  PID         -  QH0361
 QH0361  STATE/COUNTY-  PQ/LE GRANIT
 QH0361  COUNTRY     -  CANADA
 QH0361  NTS MAPSHEET-  WOBURN (2020)
 QH0361
 QH0361                         *CURRENT SURVEY CONTROL
 QH0361  ______________________________________________________________________
 QH0361* NAD 83(1996) POSITION- 45 22 03.70128(N) 070 50 13.57416(W)   ADJUSTED
 QH0361* NAVD 88 ORTHO HEIGHT -   914.    (meters)     2999.    (feet) SCALED
 QH0361  ______________________________________________________________________
 QH0361  GEOID HEIGHT    -        -26.709 (meters)                     EGM08
 QH0361  HORZ ORDER      -  THIRD
 QH0361
 QH0361.The positional and height information provided upon this datasheet are not
 QH0361.officially recognized by the Government of Canada, provincial governments
 QH0361.within Canada, nor are they intended to replace or substitute for them.
 QH0361.The intent of sharing this data is to allow access to positions or heights
 QH0361.recognized by the United States Government. Passive control that is used by
 QH0361.both nations may share the same or similar designations or descriptions but
 QH0361.do not share official positions or heights. The 'Station Description' may
 QH0361.originate from a Canadian 'Station Report' and if so contains information
 QH0361.licensed under the 'Open Government License - Canada'.
 QH0361
 QH0361.The horizontal coordinates were established by classical geodetic methods
 QH0361.and adjusted by the National Geodetic Survey in May 1998.
 QH0361
 QH0361.The orthometric height was scaled from a topographic map.
 QH0361
 QH0361.Significant digits in the geoid height do not necessarily reflect accuracy.
 QH0361
 QH0361.Click photographs - Photos may exist for this station.
 QH0361
 QH0361. The following values were computed from the NAD 83(1996) position.
 QH0361
 QH0361;                    North         East     Units Scale Factor Converg.
 QH0361;UTM  19      - 5,025,439.515   356,137.463   MT  0.99985447   -1 18 27.2
 QH0361
 QH0361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0361!UTM  19      -   0.99986093  x   0.99985447  =   0.99971542
 QH0361
 QH0361:                Primary Azimuth Mark                     Grid Az
 QH0361:UTM  19      -  DEAD IBC                                 132 11 33.4
 QH0361
 QH0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL5613725439(NAD 83)
 QH0361
 QH0361|---------------------------------------------------------------------|
 QH0361| PID    Reference Object                     Distance      Geod. Az  |
 QH0361|                                                           dddmmss.s |
 QH0361| QH0340 DEAD IBC                            APPROX. 2.8 KM 1305306.2 |
 QH0361|---------------------------------------------------------------------|
 QH0361
 QH0361                          SUPERSEDED SURVEY CONTROL
 QH0361
 QH0361  NAD 83(1996)-  45 22 03.70129(N)    070 50 13.57415(W) AD(       ) 3
 QH0361  NAD 83(1992)-  45 22 03.70054(N)    070 50 13.57029(W) AD(       ) 3
 QH0361  NAD 83(1992)-  45 22 03.70707(N)    070 50 13.56721(W) AD(       ) 3
 QH0361  NAD 83(1986)-  45 22 03.70380(N)    070 50 13.57250(W) AD(       ) 3
 QH0361  NAD 27      -  45 22 03.53500(N)    070 50 15.31100(W) AD(       ) 3
 QH0361
 QH0361.Superseded values are not recommended for survey control.
 QH0361
 QH0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0361.See file dsdata.pdf to determine how the superseded data were derived.
 QH0361
 QH0361_MARKER: DD = SURVEY DISK
 QH0361_SETTING: 66 = SET IN ROCK OUTCROP
 QH0361_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QH0361+STABILITY: POSITION/ELEVATION WELL
 QH0361
 QH0361  HISTORY     - Date     Condition        Report By
 QH0361  HISTORY     - 1916     MONUMENTED       IBC
 QH0361
 QH0361                          STATION DESCRIPTION
 QH0361
 QH0361'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1916 (JH)
 QH0361'IN WOBURN TOWNSHIP ABOUT 1-1/2 MILES SOUTHEAST OF WOBURN, QUEBEC,
 QH0361'1-1/2 MILES WEST OF MONUMENT 431, AND ONE - HALF MILE SOUTH OF THE
 QH0361'ROAD.  THE STATION IS ON THE HIGHEST POINT OF A BARE ROCKY HILL ON
 QH0361'THE HIGHEST POINT OF A 20 - FOOT ROUNDED ROCK.
 QH0361'
 QH0361'STATION MARK--A BRONZE DISK CEMENTED IN A DRILL HOLE IN ROCK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2580 ***********************************************************************
 PG2580  DESIGNATION -  ARTIFICE
 PG2580  PID         -  PG2580
 PG2580  STATE/COUNTY-  PQ/LE HAUT SAINT LAURENT
 PG2580  COUNTRY     -  CANADA
 PG2580  NTS MAPSHEET-  SAINT-CHRYSOSTOME (2020)
 PG2580
 PG2580                         *CURRENT SURVEY CONTROL
 PG2580  ______________________________________________________________________
 PG2580* NAD 83(1996) POSITION- 45 05 22.52333(N) 073 50 02.09883(W)   ADJUSTED
 PG2580* NAVD 88 ORTHO HEIGHT -    64.    (meters)      210.    (feet) VERTCON
 PG2580  ______________________________________________________________________
 PG2580  GEOID HEIGHT    -        -30.183 (meters)                     EGM08
 PG2580  HORZ ORDER      -  SECOND
 PG2580
 PG2580.The positional and height information provided upon this datasheet are not
 PG2580.officially recognized by the Government of Canada, provincial governments
 PG2580.within Canada, nor are they intended to replace or substitute for them.
 PG2580.The intent of sharing this data is to allow access to positions or heights
 PG2580.recognized by the United States Government. Passive control that is used by
 PG2580.both nations may share the same or similar designations or descriptions but
 PG2580.do not share official positions or heights. The 'Station Description' may
 PG2580.originate from a Canadian 'Station Report' and if so contains information
 PG2580.licensed under the 'Open Government License - Canada'.
 PG2580
 PG2580.The horizontal coordinates were established by classical geodetic methods
 PG2580.and adjusted by the National Geodetic Survey in January 1999.
 PG2580
 PG2580.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2580
 PG2580.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2580
 PG2580.Click photographs - Photos may exist for this station.
 PG2580
 PG2580. The following values were computed from the NAD 83(1996) position.
 PG2580
 PG2580;                    North         East     Units Scale Factor Converg.
 PG2580;UTM  18      - 4,993,564.123   591,761.883   MT  0.99970353   +0 49 33.2
 PG2580
 PG2580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2580!UTM  18      -   0.99999472  x   0.99970353  =   0.99969825
 PG2580
 PG2580:                Primary Azimuth Mark                     Grid Az
 PG2580:UTM  18      -  COVEY HILL                               158 24 42.3
 PG2580
 PG2580_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ9176193564(NAD 83)
 PG2580
 PG2580|---------------------------------------------------------------------|
 PG2580| PID    Reference Object                     Distance      Geod. Az  |
 PG2580|                                                           dddmmss.s |
 PG2580| PG2571 COVEY HILL                          APPROX. 8.5 KM 1591415.5 |
 PG2580|---------------------------------------------------------------------|
 PG2580
 PG2580                          SUPERSEDED SURVEY CONTROL
 PG2580
 PG2580  NAD 83(1996)-  45 05 22.52289(N)    073 50 02.10128(W) AD(       ) 2
 PG2580  NAD 83(1992)-  45 05 22.52279(N)    073 50 02.10091(W) AD(       ) 2
 PG2580  NAD 83(1986)-  45 05 22.52582(N)    073 50 02.10152(W) AD(       ) 2
 PG2580  NAD 27      -  45 05 22.36940(N)    073 50 03.56299(W) AD(       ) 2
 PG2580  NGVD 29 (07/19/86)   64.     (m)          210.     (f) VERT ANG       
 PG2580
 PG2580.Superseded values are not recommended for survey control.
 PG2580
 PG2580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2580.See file dsdata.pdf to determine how the superseded data were derived.
 PG2580
 PG2580_MARKER: DD = SURVEY DISK
 PG2580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PG2580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG2580+STABILITY: SURFACE MOTION
 PG2580
 PG2580  HISTORY     - Date     Condition        Report By
 PG2580  HISTORY     - 1975     MONUMENTED       IBC
 PG2580
 PG2580                          STATION DESCRIPTION
 PG2580
 PG2580'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (NP)
 PG2580'IN FRANKLIN TOWNSHIP ON THE PROPERTY OF MR. MAURICE MAILLOT OF ST
 PG2580'CHRYSOSTOME.  FROM THE INTERSECTION OF ROAD NO 209 FOR 2.3 MILES
 PG2580'(3.7 KM) TO A Y INTERSECTION, CARRY ON STRAIGHT NORTH (LEFT ROAD)
 PG2580'FOR 1.25 MILES (2.01 KM), TURN LEFT ON THE LANE GOING INTO THE FIELD
 PG2580'TO THE TOP OF THE KNOLL BEHIND THE OLD BARN WHERE THE STATION MARK
 PG2580'IS LOCATED.
 PG2580'
 PG2580'STATION MARK--AN IBC TABLET CEMENTED IN A CONCRETE BLOCK 0.3 M
 PG2580'SQUARE AND 1 M DEEP.  ON THE TABLET IS STAMPED---ART 1975---.
 PG2580'THERE ARE TWO REFERENCE MARKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 AJ2691 ***********************************************************************
 AJ2691  DESIGNATION -  ATRIUM BASE STATION
 AJ2691  PID         -  AJ2691
 AJ2691  STATE/COUNTY-  PQ/QUEBEC
 AJ2691  COUNTRY     -  CANADA
 AJ2691  NTS MAPSHEET-  QUEBEC (2020)
 AJ2691
 AJ2691                         *CURRENT SURVEY CONTROL
 AJ2691  ______________________________________________________________________
 AJ2691* NAD 83(2011) POSITION- 46 50 51.71331(N) 071 15 41.22744(W)   ADJUSTED
 AJ2691* NAD 83(2011) ELLIP HT-     7.798 (meters)        (06/27/12)   ADJUSTED
 AJ2691* NAD 83(2011) EPOCH   -  2010.00
 AJ2691* NAVD 88 ORTHO HEIGHT -    36.0   (meters)      118.    (feet) GPS OBS
 AJ2691  ______________________________________________________________________
 AJ2691  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ2691  GEOID HEIGHT    -        -28.193 (meters)                     GEOID99
 AJ2691  GEOID HEIGHT    -        -28.675 (meters)                     EGM08
 AJ2691  NAD 83(2011) X  -  1,403,882.750 (meters)                     COMP
 AJ2691  NAD 83(2011) Y  - -4,138,422.593 (meters)                     COMP
 AJ2691  NAD 83(2011) Z  -  4,630,206.915 (meters)                     COMP
 AJ2691
 AJ2691  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ2691  Standards:
 AJ2691         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ2691            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ2691  -------------------------------------------------------------------
 AJ2691  NETWORK    0.26   0.43           0.11   0.10   0.22      0.03747825
 AJ2691  -------------------------------------------------------------------
 AJ2691  Click here for local accuracies and other accuracy information.
 AJ2691
 AJ2691.The positional and height information provided upon this datasheet are not
 AJ2691.officially recognized by the Government of Canada, provincial governments
 AJ2691.within Canada, nor are they intended to replace or substitute for them.
 AJ2691.The intent of sharing this data is to allow access to positions or heights
 AJ2691.recognized by the United States Government. Passive control that is used by
 AJ2691.both nations may share the same or similar designations or descriptions but
 AJ2691.do not share official positions or heights. The 'Station Description' may
 AJ2691.originate from a Canadian 'Station Report' and if so contains information
 AJ2691.licensed under the 'Open Government License - Canada'.
 AJ2691
 AJ2691.The horizontal coordinates were established by GPS observations
 AJ2691.and adjusted by the National Geodetic Survey in June 2012.
 AJ2691
 AJ2691.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ2691.been affixed to the stable North American tectonic plate. See 
 AJ2691.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ2691
 AJ2691.The horizontal coordinates are valid at the epoch date displayed above
 AJ2691.which is a decimal equivalence of Year/Month/Day.
 AJ2691
 AJ2691.The orthometric height was determined by GPS observations and a
 AJ2691.high-resolution geoid model.
 AJ2691
 AJ2691.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ2691
 AJ2691.Click photographs - Photos may exist for this station.
 AJ2691
 AJ2691.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2691
 AJ2691.The ellipsoidal height was determined by GPS observations
 AJ2691.and is referenced to NAD 83.
 AJ2691
 AJ2691. The following values were computed from the NAD 83(2011) position.
 AJ2691
 AJ2691;                    North         East     Units Scale Factor Converg.
 AJ2691;UTM  19      - 5,190,722.507   327,586.691   MT  0.99996538   -1 39 00.8
 AJ2691
 AJ2691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2691!UTM  19      -   0.99999878  x   0.99996538  =   0.99996416
 AJ2691
 AJ2691_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCM2758690722(NAD 83)
 AJ2691
 AJ2691                          SUPERSEDED SURVEY CONTROL
 AJ2691
 AJ2691  NAD 83(2007)-  46 50 51.71368(N)    071 15 41.22816(W) AD(2002.00) 0
 AJ2691  ELLIP H (02/10/07)    7.813  (m)                       GP(2002.00)    
 AJ2691  NAD 83(1996)-  46 50 51.71361(N)    071 15 41.22904(W) AD(       ) A
 AJ2691  ELLIP H (04/26/01)    7.801  (m)                       GP(       ) 4 1
 AJ2691
 AJ2691.Superseded values are not recommended for survey control.
 AJ2691
 AJ2691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2691.See file dsdata.pdf to determine how the superseded data were derived.
 AJ2691
 AJ2691_MARKER: Z = SEE DESCRIPTION
 AJ2691_SETTING: 0 = UNSPECIFIED SETTING
 AJ2691_MARK LOGO: NONE
 AJ2691_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ2691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2691+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2000
 AJ2691
 AJ2691  HISTORY     - Date     Condition        Report By
 AJ2691  HISTORY     - 1995     MONUMENTED       GSC
 AJ2691  HISTORY     - 20000707 GOOD             GSC
 AJ2691  HISTORY     - 20000726 GOOD             GSC
 AJ2691
 AJ2691                          STATION DESCRIPTION
 AJ2691
 AJ2691'DESCRIBED BY GEODETIC SURVEY OF CANADA 2000 (BP)
 AJ2691'THE STATION IS A GPS BASE STATION.  THE STATION IS AN INVERTED 5/8
 AJ2691'INCH BOLT ON A STAINLESS STEEL PLATE WELDED TO A GALVANIZED METAL POST
 AJ2691'FIXED TO THE STEEL STRUCTURE OF THE BUILDING.  THE DATUM POINT IS THE
 AJ2691'CENTER OF THE BOLT AT THE POINT THE BOLT AND THE TOP OF STAINLESS
 AJ2691'STEEL PLATE INTERSECT.  FOR FURTHER INFORMATION, CONTACT BERNARD
 AJ2691'PERRON, SERVICE DE LA GEODESIE, MINISTERE DES RESSOURCES NATURELLES,
 AJ2691'5700, 4E AVENUE QUEST, BUREAU E-305, CHARLESBOURG (QUEBEC) CANADA G1H
 AJ2691'6R1, PHONE 418-627-6281, EXT 2010.
 AJ2691
 AJ2691                          STATION RECOVERY (2000)
 AJ2691
 AJ2691'RECOVERY NOTE BY GEODETIC SURVEY OF CANADA 2000 (BP)
 AJ2691'THE STATION IS A GPS BASE STATION.  THE STATION IS AN INVERTED 5/8
 AJ2691'INCH BOLT ON A STAINLESS
 AJ2691'STEEL PLATE WELDED TO A GALVANIZED METAL POST FIXED TO THE STEEL
 AJ2691'STRUCTURE OF THE
 AJ2691'BUILDING.  THE DATUM POINT IS THE CENTER OF THE BOLT AT THE POINT THE
 AJ2691'BOLT AND THE TOP OF
 AJ2691'STAINLESS STEEL PLATE INTERSECT.  FOR FURTHER INFORMATION, CONTACT
 AJ2691'BERNARD PERRON,
 AJ2691'SERVICE DE LA GEODESIE, MINISTERE DES RESSOURCES NATURELLES, 5700, 4E
 AJ2691'AVENUE QUEST,
 AJ2691'BUREAU E-305, CHARLESBOURG (QUEBEC) CANADA G1H 6R1, PHONE
 AJ2691'418-627-6281, EXT 2010.
 AJ2691'
 AJ2691'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 QH0699 ***********************************************************************
 QH0699  DESIGNATION -  BARNSTON
 QH0699  PID         -  QH0699
 QH0699  STATE/COUNTY-  PQ/COATICOOK
 QH0699  COUNTRY     -  CANADA
 QH0699  NTS MAPSHEET-  COATICOOK (2020)
 QH0699
 QH0699                         *CURRENT SURVEY CONTROL
 QH0699  ______________________________________________________________________
 QH0699* NAD 83(1996) POSITION- 45 02 23.11284(N) 071 52 12.21094(W)   ADJUSTED
 QH0699* NAVD 88 ORTHO HEIGHT -   589.    (meters)     1932.    (feet) VERTCON
 QH0699  ______________________________________________________________________
 QH0699  GEOID HEIGHT    -        -28.320 (meters)                     EGM08
 QH0699  HORZ ORDER      -  SECOND
 QH0699
 QH0699.The positional and height information provided upon this datasheet are not
 QH0699.officially recognized by the Government of Canada, provincial governments
 QH0699.within Canada, nor are they intended to replace or substitute for them.
 QH0699.The intent of sharing this data is to allow access to positions or heights
 QH0699.recognized by the United States Government. Passive control that is used by
 QH0699.both nations may share the same or similar designations or descriptions but
 QH0699.do not share official positions or heights. The 'Station Description' may
 QH0699.originate from a Canadian 'Station Report' and if so contains information
 QH0699.licensed under the 'Open Government License - Canada'.
 QH0699
 QH0699.The horizontal coordinates were established by classical geodetic methods
 QH0699.and adjusted by the National Geodetic Survey in May 1998.
 QH0699
 QH0699.The NAVD 88 height was computed by applying the VERTCON shift value to
 QH0699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QH0699
 QH0699.Significant digits in the geoid height do not necessarily reflect accuracy.
 QH0699
 QH0699.Click photographs - Photos may exist for this station.
 QH0699
 QH0699. The following values were computed from the NAD 83(1996) position.
 QH0699
 QH0699;                    North         East     Units Scale Factor Converg.
 QH0699;UTM  19      - 4,991,374.347   273,951.965   MT  1.00022835   -2 01 54.1
 QH0699
 QH0699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0699!UTM  19      -   0.99991212  x   1.00022835  =   1.00014045
 QH0699
 QH0699:                Primary Azimuth Mark                     Grid Az
 QH0699:UTM  19      -  AVERILL RESET                            129 49 06.2
 QH0699
 QH0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBK7395191374(NAD 83)
 QH0699
 QH0699|---------------------------------------------------------------------|
 QH0699| PID    Reference Object                     Distance      Geod. Az  |
 QH0699|                                                           dddmmss.s |
 QH0699| PF1008 AVERILL RESET                       APPROX.13.0 KM 1274712.1 |
 QH0699|---------------------------------------------------------------------|
 QH0699
 QH0699                          SUPERSEDED SURVEY CONTROL
 QH0699
 QH0699  NAD 83(1992)-  45 02 23.11143(N)    071 52 12.21040(W) AD(       ) 2
 QH0699  NAD 83(1986)-  45 02 23.11987(N)    071 52 12.20905(W) AD(       ) 2
 QH0699  NAD 27      -  45 02 22.96500(N)    071 52 13.91300(W) AD(       ) 2
 QH0699  NGVD 29 (07/19/86)  589.     (m)         1932.     (f) VERT ANG       
 QH0699
 QH0699.Superseded values are not recommended for survey control.
 QH0699
 QH0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0699.See file dsdata.pdf to determine how the superseded data were derived.
 QH0699
 QH0699_MARKER: DD = SURVEY DISK
 QH0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QH0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0699+STABILITY: SURFACE MOTION
 QH0699
 QH0699  HISTORY     - Date     Condition        Report By
 QH0699  HISTORY     - 1909     MONUMENTED       GSC
 QH0699  HISTORY     - 1971     GOOD             IBC
 QH0699
 QH0699                          STATION DESCRIPTION
 QH0699
 QH0699'DESCRIBED BY GEODETIC SURVEY OF CANADA 1909
 QH0699'LOCATED IN A HAY FIELD ON A ROCK OUTCROP, ABOUT 50 FEET SOUTH OF THE
 QH0699'ROAD, ON CONCESSION IX, BARNSTON TOWNSHIP.
 QH0699'
 QH0699'STATION MARK--A SMALL CUBE OF CONCRETE WITH GEODETIC SURVEY OF
 QH0699'CANADA BRONZE TABLET PLACED OVER THE ORIGINAL COPPER BOLT SET IN THE
 QH0699'ROCK.  IT IS REFERENCED BY THREE COPPER BOLTS AT THE POINTS OF
 QH0699'ARROWS CUT IN THE ROCK AND POINTING TO THE CENTRE.
 QH0699
 QH0699                          STATION RECOVERY (1971)
 QH0699
 QH0699'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (NP)
 QH0699'STATION WAS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 NC1611 ***********************************************************************
 NC1611  DESIGNATION -  BEDELL IWC
 NC1611  PID         -  NC1611
 NC1611  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 NC1611  COUNTRY     -  CANADA
 NC1611  NTS MAPSHEET-  FORT ERIE (2020)
 NC1611
 NC1611                         *CURRENT SURVEY CONTROL
 NC1611  ______________________________________________________________________
 NC1611* NAD 83(1996) POSITION- 42 58 27.74395(N) 078 56 44.01024(W)   ADJUSTED
 NC1611* NAVD 88 ORTHO HEIGHT -   178.    (meters)      584.    (feet) SCALED
 NC1611  ______________________________________________________________________
 NC1611  GEOID HEIGHT    -        -36.064 (meters)                     EGM08
 NC1611  HORZ ORDER      -  THIRD
 NC1611
 NC1611.The positional and height information provided upon this datasheet are not
 NC1611.officially recognized by the Government of Canada, provincial governments
 NC1611.within Canada, nor are they intended to replace or substitute for them.
 NC1611.The intent of sharing this data is to allow access to positions or heights
 NC1611.recognized by the United States Government. Passive control that is used by
 NC1611.both nations may share the same or similar designations or descriptions but
 NC1611.do not share official positions or heights. The 'Station Description' may
 NC1611.originate from a Canadian 'Station Report' and if so contains information
 NC1611.licensed under the 'Open Government License - Canada'.
 NC1611
 NC1611.The horizontal coordinates were established by classical geodetic methods
 NC1611.and adjusted by the National Geodetic Survey in January 1999.
 NC1611
 NC1611.The orthometric height was scaled from a topographic map.
 NC1611
 NC1611.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC1611
 NC1611.Click photographs - Photos may exist for this station.
 NC1611
 NC1611. The following values were computed from the NAD 83(1996) position.
 NC1611
 NC1611;                    North         East     Units Scale Factor Converg.
 NC1611;UTM  17      - 4,760,016.844   667,526.322   MT  0.99994527   +1 24 02.8
 NC1611
 NC1611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1611!UTM  17      -   0.99997777  x   0.99994527  =   0.99992304
 NC1611
 NC1611:                Primary Azimuth Mark                     Grid Az
 NC1611:UTM  17      -  SCHWARTZ IWC                             353 57 40.4
 NC1611
 NC1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6752660016(NAD 83)
 NC1611
 NC1611|---------------------------------------------------------------------|
 NC1611| PID    Reference Object                     Distance      Geod. Az  |
 NC1611|                                                           dddmmss.s |
 NC1611| NC1608 TONAWANDA WICKWIRE STACK            APPROX. 1.1 KM 0255443.1 |
 NC1611| NC1612 SCHWARTZ IWC                        APPROX. 1.8 KM 3552143.2 |
 NC1611|---------------------------------------------------------------------|
 NC1611
 NC1611                          SUPERSEDED SURVEY CONTROL
 NC1611
 NC1611  NAD 83(1986)-  42 58 27.74994(N)    078 56 44.00764(W) AD(       ) 3
 NC1611  NAD 27      -  42 58 27.54400(N)    078 56 44.86400(W) AD(       ) 3
 NC1611
 NC1611.Superseded values are not recommended for survey control.
 NC1611
 NC1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1611.See file dsdata.pdf to determine how the superseded data were derived.
 NC1611
 NC1611_MARKER: Z = SEE DESCRIPTION
 NC1611_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NC1611_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC1611
 NC1611  HISTORY     - Date     Condition        Report By
 NC1611  HISTORY     - 1909     MONUMENTED       IWC
 NC1611
 NC1611                          STATION DESCRIPTION
 NC1611
 NC1611'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1909 (GCB)
 NC1611'THIS STATION IS SITUATED ON GRAND ISLAND AT RIVERS EDGE ABOUT 400
 NC1611'FEET BELOW BEDELL HOUSE.
 NC1611'
 NC1611'GEODETIC POINT IS CENTER OF 3/8-INCH BRASS PLUG, CEMENTED IN CONCRETE
 NC1611'MONUMENT, TOP OF THE PLUG PROJECTING 1/4 INCH ABOVE SURFACE OF
 NC1611'CONCRETE.  TOP OF MONUMENT IS 1-1/2 FEET BELOW SURFACE OF THE GROUND.
 NC1611'STATION ESTABLISHED IN 1909.  MARKER CONCRETE, 8 INCHES DIAMETER,
 NC1611'MARKED,---I.W.C. 1909---, 1.2 FEET NORTHWEST OF STATION AND FLUSH
 NC1611'WITH SURFACE OF GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 NC1655 ***********************************************************************
 NC1655  DESIGNATION -  BLACK
 NC1655  PID         -  NC1655
 NC1655  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 NC1655  COUNTRY     -  CANADA
 NC1655  NTS MAPSHEET-  WELLAND (2020)
 NC1655
 NC1655                         *CURRENT SURVEY CONTROL
 NC1655  ______________________________________________________________________
 NC1655* NAD 83(1996) POSITION- 42 58 53.29556(N) 079 01 25.74264(W)   ADJUSTED
 NC1655* NAVD 88 ORTHO HEIGHT -   175.    (meters)      574.    (feet) SCALED
 NC1655  ______________________________________________________________________
 NC1655  GEOID HEIGHT    -        -36.114 (meters)                     EGM08
 NC1655  HORZ ORDER      -  THIRD
 NC1655
 NC1655.The positional and height information provided upon this datasheet are not
 NC1655.officially recognized by the Government of Canada, provincial governments
 NC1655.within Canada, nor are they intended to replace or substitute for them.
 NC1655.The intent of sharing this data is to allow access to positions or heights
 NC1655.recognized by the United States Government. Passive control that is used by
 NC1655.both nations may share the same or similar designations or descriptions but
 NC1655.do not share official positions or heights. The 'Station Description' may
 NC1655.originate from a Canadian 'Station Report' and if so contains information
 NC1655.licensed under the 'Open Government License - Canada'.
 NC1655
 NC1655.The horizontal coordinates were established by classical geodetic methods
 NC1655.and adjusted by the National Geodetic Survey in January 1999.
 NC1655
 NC1655.The orthometric height was scaled from a topographic map.
 NC1655
 NC1655.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC1655
 NC1655.Click photographs - Photos may exist for this station.
 NC1655
 NC1655. The following values were computed from the NAD 83(1996) position.
 NC1655
 NC1655;                    North         East     Units Scale Factor Converg.
 NC1655;UTM  17      - 4,760,651.981   661,126.083   MT  0.99991939   +1 20 51.3
 NC1655
 NC1655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1655!UTM  17      -   0.99997825  x   0.99991939  =   0.99989764
 NC1655
 NC1655:                Primary Azimuth Mark                     Grid Az
 NC1655:UTM  17      -  MENNONITE SUB                            348 44 38.7
 NC1655
 NC1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6112660651(NAD 83)
 NC1655
 NC1655|---------------------------------------------------------------------|
 NC1655| PID    Reference Object                     Distance      Geod. Az  |
 NC1655|                                                           dddmmss.s |
 NC1655| DE4878 BLACK RM 3                           51.419 METERS 16540     |
 NC1655| DE4877 BLACK RM 2                           25.664 METERS 23200     |
 NC1655| DE4876 BLACK RM 1                            1.014 METERS 34333     |
 NC1655| NC1660 MENNONITE SUB                       APPROX. 1.8 KM 3500530.0 |
 NC1655| NC1659 MENNONITE IWC                       APPROX. 1.8 KM 3500901.7 |
 NC1655|---------------------------------------------------------------------|
 NC1655
 NC1655                          SUPERSEDED SURVEY CONTROL
 NC1655
 NC1655  NAD 83(1986)-  42 58 53.30133(N)    079 01 25.74017(W) AD(       ) 3
 NC1655  NAD 27      -  42 58 53.09570(N)    079 01 26.59198(W) AD(       ) 3
 NC1655
 NC1655.Superseded values are not recommended for survey control.
 NC1655
 NC1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1655.See file dsdata.pdf to determine how the superseded data were derived.
 NC1655
 NC1655_MARKER: B = BOLT
 NC1655_SETTING: 0 = UNSPECIFIED SETTING
 NC1655
 NC1655  HISTORY     - Date     Condition        Report By
 NC1655  HISTORY     - 1909     MONUMENTED       IWC
 NC1655  HISTORY     - 1956     GOOD             IBC
 NC1655  HISTORY     - 1971     MARK NOT FOUND   IBC
 NC1655
 NC1655                          STATION DESCRIPTION
 NC1655
 NC1655'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1909 (GCB)
 NC1655'THE STATION WAS FOUND AS DESCRIBED BY THE US LAKE SURVEY IN 1940 AND
 NC1655'THE DESCRIPTION REVISED TO READ AS FOLLOWS--
 NC1655'
 NC1655'ON THE CANADIAN SIDE OF THE NIAGARA RIVER ABOUT 100 FEET BELOW THE
 NC1655'MOUTH OF BLACK CREEK, ON A SMALL POINT OF LAND.  THE STATION IS 102
 NC1655'FEET NORTHEAST OF THE CENTER OF QUEEN VICTORIA PARKWAY AND 50 FEET
 NC1655'FROM THE WATERS EDGE, IN A GRADED PARK.
 NC1655'
 NC1655'STATION MARK, A BRASS BOLT 3/8-INCH IN DIAMETER SET 15 INCHES
 NC1655'UNDERGROUND IN THE TOP OF A CUT STONE MONUMENT.  THERE ARE THREE
 NC1655'REFERENCES.  NO 1 IS A USLS STANDARD BRONZE - DISK REFERENCE MARK SET
 NC1655'2 INCHES ABOVE THE SURFACE OF THE GROUND, WITH THE ARROW POINTING
 NC1655'TOWARD THE STATION, IN THE TOP OF A CYLINDER OF CONCRETE.  THE
 NC1655'REFERENCE BEARS N - 100 DEGREES - W FROM THE STATION, DISTANT 3.33
 NC1655'FEET.  NO 2 IS A SIMILAR MARK SITUATED 18 FEET WEST OF THE CENTER OF
 NC1655'QUEEN VICTORIA PARKWAY, ON A LINE BETWEEN TWO ELM TREES AND OPPOSITE
 NC1655'A GATE.  IT BEARS S - 59 DEGREES - W FROM THE STATION, DISTANT 84.20
 NC1655'FEET.  NO 3 IS AN ARROW CUT ON THE NORTHEAST CORNER OF THE WING WALL
 NC1655'OF THE BRIDGE OVER BLACK CREEK.  IT BEARS N - 7 DEGREES - W FROM THE
 NC1655'STATION, DISTANT 169 FEET.
 NC1655
 NC1655                          STATION RECOVERY (1956)
 NC1655
 NC1655'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956 (NWS)
 NC1655'STATION RECOVERED IN GOOD CONDITION.  RM2 OK BUT RM1 NOT RECOVERED.
 NC1655
 NC1655                          STATION RECOVERY (1971)
 NC1655
 NC1655'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 NC1655'STATION SEARCHED FOR BUT NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 SF0765 ***********************************************************************
 SF0765  DESIGNATION -  BLUE RIVER GSC 1915
 SF0765  PID         -  SF0765
 SF0765  STATE/COUNTY-  PQ/TEMISCOUATA
 SF0765  COUNTRY     -  CANADA
 SF0765  NTS MAPSHEET-  ESTCOURT (2020)
 SF0765
 SF0765                         *CURRENT SURVEY CONTROL
 SF0765  ______________________________________________________________________
 SF0765* NAD 83(1996) POSITION- 47 25 09.42438(N) 069 01 50.04981(W)   ADJUSTED
 SF0765* NAVD 88 ORTHO HEIGHT -   322.    (meters)     1056.    (feet) SCALED
 SF0765  ______________________________________________________________________
 SF0765  GEOID HEIGHT    -        -26.042 (meters)                     EGM08
 SF0765  HORZ ORDER      -  SECOND
 SF0765
 SF0765.The positional and height information provided upon this datasheet are not
 SF0765.officially recognized by the Government of Canada, provincial governments
 SF0765.within Canada, nor are they intended to replace or substitute for them.
 SF0765.The intent of sharing this data is to allow access to positions or heights
 SF0765.recognized by the United States Government. Passive control that is used by
 SF0765.both nations may share the same or similar designations or descriptions but
 SF0765.do not share official positions or heights. The 'Station Description' may
 SF0765.originate from a Canadian 'Station Report' and if so contains information
 SF0765.licensed under the 'Open Government License - Canada'.
 SF0765
 SF0765.The horizontal coordinates were established by classical geodetic methods
 SF0765.and adjusted by the National Geodetic Survey in March 1998.
 SF0765
 SF0765.The orthometric height was scaled from a topographic map.
 SF0765
 SF0765.Significant digits in the geoid height do not necessarily reflect accuracy.
 SF0765
 SF0765.Click photographs - Photos may exist for this station.
 SF0765
 SF0765. The following values were computed from the NAD 83(1996) position.
 SF0765
 SF0765;                    North         East     Units Scale Factor Converg.
 SF0765;UTM  19      - 5,251,759.848   497,694.188   MT  0.99960007   -0 01 21.0
 SF0765
 SF0765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0765!UTM  19      -   0.99995364  x   0.99960007  =   0.99955372
 SF0765
 SF0765:                Primary Azimuth Mark                     Grid Az
 SF0765:UTM  19      -  CANADIAN BEAU GSC 1915                   177 35 50.3
 SF0765
 SF0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9769451759(NAD 83)
 SF0765
 SF0765|---------------------------------------------------------------------|
 SF0765| PID    Reference Object                     Distance      Geod. Az  |
 SF0765|                                                           dddmmss.s |
 SF0765| SF0867 CANADIAN BEAU GSC 1915              APPROX. 9.0 KM 1773429.3 |
 SF0765|---------------------------------------------------------------------|
 SF0765
 SF0765                          SUPERSEDED SURVEY CONTROL
 SF0765
 SF0765  NAD 83(1992)-  47 25 09.40559(N)    069 01 50.05753(W) AD(       ) 2
 SF0765  NAD 83(1986)-  47 25 09.41193(N)    069 01 50.05550(W) AD(       ) 2
 SF0765
 SF0765.Superseded values are not recommended for survey control.
 SF0765
 SF0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0765.See file dsdata.pdf to determine how the superseded data were derived.
 SF0765
 SF0765_MARKER: B = BOLT
 SF0765_SETTING: 66 = SET IN ROCK OUTCROP
 SF0765_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SF0765+STABILITY: POSITION/ELEVATION WELL
 SF0765
 SF0765  HISTORY     - Date     Condition        Report By
 SF0765  HISTORY     - 1915     MONUMENTED       GSC
 SF0765
 SF0765                          STATION DESCRIPTION
 SF0765
 SF0765'DESCRIBED BY GEODETIC SURVEY OF CANADA 1915 (JLR)
 SF0765'IN BOTSFORD TOWNSHIP, ABOUT 1 1/4 MILES SOUTHEAST OF THE TOWN OF BLUE
 SF0765'RIVER, QUEBEC, ALMOST ON THE LINE BETWEEN LOTS 1 AND 2 OF RANGE 1, AND
 SF0765'ABOUT 2,500 FEET WEST OF THE LINE BETWEEN RANGES 1 AND 2.  IT IS ON A
 SF0765'PROJECTING ROCKY SHOULDER OF THE RIDGE WHICH EXTENDS SOUTHEAST FROM
 SF0765'THE VILLAGE OF BLUE RIVER.  IT IS ABOUT 1,400 FEET EAST OF THE MAIN
 SF0765'ROAD SOUTH FROM BLUE RIVER TO BEAU LAKE.
 SF0765'
 SF0765'STATION MARK--STANDARD COPPER BOLT OF THE GEODETIC SURVEY OF CANADA
 SF0765'SET IN BEDROCK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 NC1658 ***********************************************************************
 NC1658  DESIGNATION -  BLUFF SUB IBC
 NC1658  PID         -  NC1658
 NC1658  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 NC1658  COUNTRY     -  CANADA
 NC1658  NTS MAPSHEET-  WELLAND (2020)
 NC1658
 NC1658                         *CURRENT SURVEY CONTROL
 NC1658  ______________________________________________________________________
 NC1658* NAD 83(1996) POSITION- 42 58 18.11420(N) 079 00 02.85985(W)   ADJUSTED
 NC1658* NAVD 88 ORTHO HEIGHT -   175.    (meters)      574.    (feet) SCALED
 NC1658  ______________________________________________________________________
 NC1658  GEOID HEIGHT    -        -36.087 (meters)                     EGM08
 NC1658  HORZ ORDER      -  THIRD
 NC1658
 NC1658.The positional and height information provided upon this datasheet are not
 NC1658.officially recognized by the Government of Canada, provincial governments
 NC1658.within Canada, nor are they intended to replace or substitute for them.
 NC1658.The intent of sharing this data is to allow access to positions or heights
 NC1658.recognized by the United States Government. Passive control that is used by
 NC1658.both nations may share the same or similar designations or descriptions but
 NC1658.do not share official positions or heights. The 'Station Description' may
 NC1658.originate from a Canadian 'Station Report' and if so contains information
 NC1658.licensed under the 'Open Government License - Canada'.
 NC1658
 NC1658.The horizontal coordinates were established by classical geodetic methods
 NC1658.and adjusted by the National Geodetic Survey in January 1999.
 NC1658
 NC1658.The orthometric height was scaled from a topographic map.
 NC1658
 NC1658.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC1658
 NC1658.Click photographs - Photos may exist for this station.
 NC1658
 NC1658. The following values were computed from the NAD 83(1996) position.
 NC1658
 NC1658;                    North         East     Units Scale Factor Converg.
 NC1658;UTM  17      - 4,759,611.124   663,029.120   MT  0.99992698   +1 21 46.9
 NC1658
 NC1658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1658!UTM  17      -   0.99997824  x   0.99992698  =   0.99990522
 NC1658
 NC1658:                Primary Azimuth Mark                     Grid Az
 NC1658:UTM  17      -  BLACK                                    298 40 34.9
 NC1658
 NC1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6302959611(NAD 83)
 NC1658
 NC1658|---------------------------------------------------------------------|
 NC1658| PID    Reference Object                     Distance      Geod. Az  |
 NC1658|                                                           dddmmss.s |
 NC1658| NC1655 BLACK                               APPROX. 2.2 KM 3000221.8 |
 NC1658|---------------------------------------------------------------------|
 NC1658
 NC1658                          SUPERSEDED SURVEY CONTROL
 NC1658
 NC1658  NAD 83(1986)-  42 58 18.11998(N)    079 00 02.85736(W) AD(       ) 3
 NC1658  NAD 27      -  42 58 17.91400(N)    079 00 03.71000(W) AD(       ) 3
 NC1658
 NC1658.Superseded values are not recommended for survey control.
 NC1658
 NC1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1658.See file dsdata.pdf to determine how the superseded data were derived.
 NC1658
 NC1658_MARKER: DD = SURVEY DISK
 NC1658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC1658+STABILITY: SURFACE MOTION
 NC1658
 NC1658  HISTORY     - Date     Condition        Report By
 NC1658  HISTORY     - 1941     MONUMENTED       IBC
 NC1658  HISTORY     - 1956     SEE DESCRIPTION  IBC
 NC1658  HISTORY     - 1971     MARK NOT FOUND   IBC
 NC1658
 NC1658                          STATION DESCRIPTION
 NC1658
 NC1658'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 NC1658'ON THE HIGH BANK OF THE NIAGARA RIVER ABOUT 1/3 MILE UPSTREAM FROM
 NC1658'THE MOUTH OF BAKER CREEK, ON THE MOST PROMINENT POINT OF THE HIGH
 NC1658'BANK ALONG THIS SECTION OF THE RIVER.  THE STATION IS ABOUT 35 FEET
 NC1658'NORTH OF THE ROAD IN QUEEN VICTORIA PARK, 6 FEET FROM THE EDGE OF THE
 NC1658'HIGH BANK OF THE RIVER, AND 30 FEET UPSTREAM FROM THE EAST END OF THE
 NC1658'GUARD RAIL ALONG THE ROAD.
 NC1658'
 NC1658'STATION MARK, AN IBC STANDARD BRONZE - DISK STATION MARK SET 2 INCHES
 NC1658'ABOVE GROUND IN THE TOP OF A CYLINDER OF CONCRETE 8 INCHES IN
 NC1658'DIAMETER AND 15 INCHES IN DEPTH.  THE SUBSURFACE MARK IS A BRASS
 NC1658'SCREW SET IN THE TOP OF CYLINDER OF CONCRETE 15 INCHES UNDERGROUND.
 NC1658'THERE ARE FIVE REFERENCES.  NO 1 IS A 3/4 - INCH DRILL HOLE 1 INCH
 NC1658'DEEP IN THE TOP OF A BOULDER 2 FEET BY 3 FEET AND 1-1/2 FEET HIGH.
 NC1658'THE BOULDER IS THE SECOND FROM THE EAST OF A LONG ROW OF BOULDERS ON
 NC1658'THE SOUTH ROAD LIMIT.  REFERENCE NO 2 IS THE CENTER OF AN IRON COVER
 NC1658'TO A DRAINAGE SUMP IN THE GUTTER ON THE SOUTH SIDE OF THE ROAD.
 NC1658'REFERENCE NO 3 IS THE CENTER OF A SIMILAR IRON COVER IN THE GUTTER
 NC1658'ON THE NORTH SIDE OF THE ROAD.  REFERENCE NO 4 IS THE EAST END - POST
 NC1658'OF THE GUARD RAIL ALONG THE NORTH SIDE OF THE ROAD.  REFERENCE NO 5
 NC1658'IS THE EAST END OF A DRAINAGE PIPE UNDER A SIDE ROAD THAT GOES TO
 NC1658'A FILED.  THE DISTANCES TO THE REFERENCES ARE--RM1 - 129.79 FEET,
 NC1658'RM2 - 80.80 FEET, RM3 - 57.60 FEET, RM4 - 32.94 FEET AND
 NC1658'RM 5 - 63.32 FEET.
 NC1658
 NC1658                          STATION RECOVERY (1956)
 NC1658
 NC1658'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956 (NWS)
 NC1658'SURFACE MARK GONE AND REF MK 1 MOVED.  SUB SURFACE MARK
 NC1658'OK.
 NC1658
 NC1658                          STATION RECOVERY (1971)
 NC1658
 NC1658'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 NC1658'THE STATION WAS NOT RECOVERED, HOWEVER ALL OF THE REFERENCES ARE IN
 NC1658'GOOD CONDITION.  THE AREA HAS BEEN FILLED.  THE STATION WAS DUG FOR,
 NC1658'BUT NO SIGN OF IT OR SUBSURFACE MARK WAS FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 OG0845 ***********************************************************************
 OG0845  DESIGNATION -  BOLT SUB
 OG0845  PID         -  OG0845
 OG0845  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 OG0845  COUNTRY     -  CANADA
 OG0845  NTS MAPSHEET-  NIAGARA (2020)
 OG0845
 OG0845                         *CURRENT SURVEY CONTROL
 OG0845  ______________________________________________________________________
 OG0845* NAD 83(1996) POSITION- 43 08 52.79325(N) 079 02 41.83349(W)   ADJUSTED
 OG0845* NAVD 88 ORTHO HEIGHT -   198.    (meters)      650.    (feet) SCALED
 OG0845  ______________________________________________________________________
 OG0845  GEOID HEIGHT    -        -36.486 (meters)                     EGM08
 OG0845  HORZ ORDER      -  THIRD
 OG0845
 OG0845.The positional and height information provided upon this datasheet are not
 OG0845.officially recognized by the Government of Canada, provincial governments
 OG0845.within Canada, nor are they intended to replace or substitute for them.
 OG0845.The intent of sharing this data is to allow access to positions or heights
 OG0845.recognized by the United States Government. Passive control that is used by
 OG0845.both nations may share the same or similar designations or descriptions but
 OG0845.do not share official positions or heights. The 'Station Description' may
 OG0845.originate from a Canadian 'Station Report' and if so contains information
 OG0845.licensed under the 'Open Government License - Canada'.
 OG0845
 OG0845.The horizontal coordinates were established by classical geodetic methods
 OG0845.and adjusted by the National Geodetic Survey in January 1999.
 OG0845
 OG0845.The orthometric height was scaled from a topographic map.
 OG0845
 OG0845.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0845
 OG0845.Click photographs - Photos may exist for this station.
 OG0845
 OG0845. The following values were computed from the NAD 83(1996) position.
 OG0845
 OG0845;                    North         East     Units Scale Factor Converg.
 OG0845;UTM  17      - 4,779,105.167   658,971.649   MT  0.99991089   +1 20 14.3
 OG0845
 OG0845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0845!UTM  17      -   0.99997470  x   0.99991089  =   0.99988559
 OG0845
 OG0845:                Primary Azimuth Mark                     Grid Az
 OG0845:UTM  17      -  CHANCE SUB                               347 52 45.2
 OG0845
 OG0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5897179105(NAD 83)
 OG0845
 OG0845|---------------------------------------------------------------------|
 OG0845| PID    Reference Object                     Distance      Geod. Az  |
 OG0845|                                                           dddmmss.s |
 OG0845| CZ9741 BOLT SUB RM 1                        16.261 METERS 01903     |
 OG0845| OG0830 GORGE VIEW PARK TANK IBC            APPROX. 1.0 KM 0403545.5 |
 OG0845| OG0832 REF MON 10 41 IWC                   444.964 METERS 0613249.8 |
 OG0845| OG0833 KILN SUB IBC                        366.018 METERS 08156     |
 OG0845| OG0793 TRANS                               417.472 METERS 1795753.5 |
 OG0845| CZ9742 BOLT SUB RM 2                        13.650 METERS 23921     |
 OG0845| OG0858 CHANCE SUB                          APPROX. 0.9 KM 3491259.5 |
 OG0845|---------------------------------------------------------------------|
 OG0845
 OG0845                          SUPERSEDED SURVEY CONTROL
 OG0845
 OG0845  NAD 83(1986)-  43 08 52.79884(N)    079 02 41.83097(W) AD(       ) 3
 OG0845  NAD 27      -  43 08 52.60352(N)    079 02 42.66813(W) AD(       ) 3
 OG0845
 OG0845.Superseded values are not recommended for survey control.
 OG0845
 OG0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0845.See file dsdata.pdf to determine how the superseded data were derived.
 OG0845
 OG0845_MARKER: DD = SURVEY DISK
 OG0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0845
 OG0845  HISTORY     - Date     Condition        Report By
 OG0845  HISTORY     - 1941     MONUMENTED       IBC
 OG0845  HISTORY     - 1971     MARK NOT FOUND   IBC
 OG0845
 OG0845                          STATION DESCRIPTION
 OG0845
 OG0845'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 OG0845'ABOUT 4-1/2 MILES NORTH OF THE NIAGARA RIVER FALLS, NEAR THE ONTARIO
 OG0845'HYDROELECTRIC POWER BUILDING SITUATED ON THE TOP OF THE HIGH CLIFF
 OG0845'OVERLOOKING THE NIAGARA RIVER.  THE STATION IS ABOUT 10 FEET NORTH
 OG0845'OF THE PROJECTION OF THE SOUTH SIDE OF THE BUILDING AND ABOUT 25
 OG0845'FEET WEST OF THE RAILING AT THE CLIFFS EDGE.  IT IS 4.7 FEET EAST OF
 OG0845'THE INSIDE EDGE OF A CEMENT CURB.
 OG0845'
 OG0845'STATION MARK, AN IBC STANDARD BRONZE - DISK STATION MARK SET NEARLY
 OG0845'FLUSH WITH THE SURFACE OF THE GROUND IN THE TOP OF A CONCRETE
 OG0845'CYLINDER ABOUT 8 INCHES IN DIAMETER AND 18 INCHES IN DEPTH IN THE
 OG0845'CRUSHED ROCK OF THE BOULEVARD.
 OG0845'
 OG0845'SUBSURFACE MARK, A CROSS CUT ON THE THICK END OF A SMALL BRASS WEDGE
 OG0845'CEMENTED IN A DRILL HOLE IN SOLID ROCK.  THERE ARE TWO REFERENCES.
 OG0845'NO 1 IS THE NEAREST PART OF THE SOUTHWEST LEG OF A STEEL POWER CABLE
 OG0845'TOWER.  NO 2 IS THE SOUTHEAST CORNER OF THE HYDROELECTRIC BUILDING.
 OG0845
 OG0845                          STATION RECOVERY (1971)
 OG0845
 OG0845'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 OG0845'STATION SEARCHED FOR BUT NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 RG0108 ***********************************************************************
 RG0108  DESIGNATION -  BONNET
 RG0108  PID         -  RG0108
 RG0108  STATE/COUNTY-  PQ/LES ETCHEMINS
 RG0108  COUNTRY     -  CANADA
 RG0108  NTS MAPSHEET-  SAINT-MAGLOIRE (2020)
 RG0108
 RG0108                         *CURRENT SURVEY CONTROL
 RG0108  ______________________________________________________________________
 RG0108* NAD 83(1996) POSITION- 46 32 24.76264(N) 070 20 27.94616(W)   ADJUSTED
 RG0108* NAVD 88 ORTHO HEIGHT -   696.78  (+/-2cm)     2286.0   (feet) VERTCON
 RG0108  ______________________________________________________________________
 RG0108  GEOID HEIGHT    -        -27.195 (meters)                     EGM08
 RG0108  HORZ ORDER      -  FIRST
 RG0108  VERT ORDER      -  THIRD ? (See Below)
 RG0108
 RG0108.The positional and height information provided upon this datasheet are not
 RG0108.officially recognized by the Government of Canada, provincial governments
 RG0108.within Canada, nor are they intended to replace or substitute for them.
 RG0108.The intent of sharing this data is to allow access to positions or heights
 RG0108.recognized by the United States Government. Passive control that is used by
 RG0108.both nations may share the same or similar designations or descriptions but
 RG0108.do not share official positions or heights. The 'Station Description' may
 RG0108.originate from a Canadian 'Station Report' and if so contains information
 RG0108.licensed under the 'Open Government License - Canada'.
 RG0108
 RG0108.The horizontal coordinates were established by classical geodetic methods
 RG0108.and adjusted by the National Geodetic Survey in March 1998.
 RG0108
 RG0108.The NAVD 88 height was computed by applying the VERTCON shift value to
 RG0108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RG0108
 RG0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 RG0108
 RG0108.The vertical order pertains to the NGVD 29 superseded value.
 RG0108
 RG0108.Click photographs - Photos may exist for this station.
 RG0108
 RG0108. The following values were computed from the NAD 83(1996) position.
 RG0108
 RG0108;                    North         East     Units Scale Factor Converg.
 RG0108;UTM  19      - 5,154,945.178   397,171.540   MT  0.99972997   -0 58 24.7
 RG0108
 RG0108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0108!UTM  19      -   0.99989505  x   0.99972997  =   0.99962505
 RG0108
 RG0108:                Primary Azimuth Mark                     Grid Az
 RG0108:UTM  19      -  JUSTINE                                  191 20 07.0
 RG0108
 RG0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCM9717154945(NAD 83)
 RG0108
 RG0108|---------------------------------------------------------------------|
 RG0108| PID    Reference Object                     Distance      Geod. Az  |
 RG0108|                                                           dddmmss.s |
 RG0108| RG0109 BONNET NO 1                           8.534 METERS 12149     |
 RG0108| RG0347 JUSTINE                             APPROX.18.0 KM 1902142.3 |
 RG0108|---------------------------------------------------------------------|
 RG0108
 RG0108                          SUPERSEDED SURVEY CONTROL
 RG0108
 RG0108  NAD 83(1992)-  46 32 24.75975(N)    070 20 27.91469(W) AD(       ) 1
 RG0108  NAD 83(1986)-  46 32 24.77613(N)    070 20 27.93495(W) AD(       ) 1
 RG0108  NAD 27      -  46 32 24.63227(N)    070 20 29.63690(W) AD(       ) 1
 RG0108  NGVD 29             696.94   (m)         2286.5    (f) LEVELING    3  
 RG0108
 RG0108.Superseded values are not recommended for survey control.
 RG0108
 RG0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0108.See file dsdata.pdf to determine how the superseded data were derived.
 RG0108
 RG0108_MARKER: Z = SEE DESCRIPTION
 RG0108_SETTING: 0 = UNSPECIFIED SETTING
 RG0108
 RG0108  HISTORY     - Date     Condition        Report By
 RG0108  HISTORY     - 1922     MONUMENTED       IBC
 RG0108
 RG0108                          STATION DESCRIPTION
 RG0108
 RG0108'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1922 (JH)
 RG0108'IN ROUX TOWNSHIP, 3-1/2 MILES SOUTHWEST OF ST MAGLOIRE, QUEBEC, 7
 RG0108'MILES NORTHWEST OF ST CAMILLE, QUEBEC, ON AN ISOLATED PEAK CALLED
 RG0108'MOUNT BONNET, WHICH HAS A LARGE CROSS ERECTED ON ITS SUMMIT.  THE
 RG0108'STATION IS ON THE HIGHEST POINT OF THE TOP ON BARE ROCK.
 RG0108'
 RG0108'STATION MARK--THE CENTER OF THE BASE OF THE CROSS WHICH IS SET IN THE
 RG0108'ROCK.  THE REFERENCE MARK IS A BRONZE DISK SET IN CEMENT IN A
 RG0108'DEPRESSION IN THE ROCK, DISTANT 6.43 FEET, IN AZIMUTH 299 DEGREES
 RG0108'02 MINUTES, FROM THE CENTER OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PH2256 ***********************************************************************
 PH2256  DESIGNATION -  BRADY
 PH2256  PID         -  PH2256
 PH2256  STATE/COUNTY-  PQ/LE HAUT SAINT LAURENT
 PH2256  COUNTRY     -  CANADA
 PH2256  NTS MAPSHEET-  HUNTINGDON (2020)
 PH2256
 PH2256                         *CURRENT SURVEY CONTROL
 PH2256  ______________________________________________________________________
 PH2256* NAD 83(1996) POSITION- 45 00 59.95568(N) 074 19 58.11725(W)   ADJUSTED
 PH2256* NAVD 88 ORTHO HEIGHT -    55.    (meters)      180.    (feet) SCALED
 PH2256  ______________________________________________________________________
 PH2256  GEOID HEIGHT    -        -30.458 (meters)                     EGM08
 PH2256  HORZ ORDER      -  THIRD
 PH2256
 PH2256.The positional and height information provided upon this datasheet are not
 PH2256.officially recognized by the Government of Canada, provincial governments
 PH2256.within Canada, nor are they intended to replace or substitute for them.
 PH2256.The intent of sharing this data is to allow access to positions or heights
 PH2256.recognized by the United States Government. Passive control that is used by
 PH2256.both nations may share the same or similar designations or descriptions but
 PH2256.do not share official positions or heights. The 'Station Description' may
 PH2256.originate from a Canadian 'Station Report' and if so contains information
 PH2256.licensed under the 'Open Government License - Canada'.
 PH2256
 PH2256.The horizontal coordinates were established by classical geodetic methods
 PH2256.and adjusted by the National Geodetic Survey in January 1999.
 PH2256
 PH2256.The orthometric height was scaled from a topographic map.
 PH2256
 PH2256.Significant digits in the geoid height do not necessarily reflect accuracy.
 PH2256
 PH2256.Click photographs - Photos may exist for this station.
 PH2256
 PH2256. The following values were computed from the NAD 83(1996) position.
 PH2256
 PH2256;                    North         East     Units Scale Factor Converg.
 PH2256;UTM  18      - 4,985,016.988   552,569.516   MT  0.99963398   +0 28 18.9
 PH2256
 PH2256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2256!UTM  18      -   0.99999617  x   0.99963398  =   0.99963015
 PH2256
 PH2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ5256985016(NAD 83)
 PH2256
 PH2256                          SUPERSEDED SURVEY CONTROL
 PH2256
 PH2256  NAD 83(1986)-  45 00 59.95275(N)    074 19 58.12515(W) AD(       ) 3
 PH2256  NAD 27      -  45 00 59.76200(N)    074 19 59.39700(W) AD(       ) 3
 PH2256
 PH2256.Superseded values are not recommended for survey control.
 PH2256
 PH2256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2256.See file dsdata.pdf to determine how the superseded data were derived.
 PH2256
 PH2256_MARKER: N = NAIL
 PH2256_SETTING: 0 = UNSPECIFIED SETTING
 PH2256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH2256
 PH2256  HISTORY     - Date     Condition        Report By
 PH2256  HISTORY     - 1917     MONUMENTED       IBC
 PH2256  HISTORY     - 1973     MARK NOT FOUND   IBC
 PH2256
 PH2256                          STATION DESCRIPTION
 PH2256
 PH2256'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (JDC)
 PH2256'IN GODMANCHESTER TOWNSHIP, IN THE FLAT OPEN FIELD BETWEEN THE HOUSE
 PH2256'OF MR. BRADY AND THE GRAND TRUNK RAILWAY.  THE BRADY HOUSE IS ABOUT
 PH2256'1 MILE NORTH AND WEST OF TROUT RIVER, NY.
 PH2256'
 PH2256'STATION MARK--NAIL IN HUB.
 PH2256
 PH2256                          STATION RECOVERY (1973)
 PH2256
 PH2256'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1973 (NP)
 PH2256'STATION WAS NOT RECOVERED IN 1973.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2302 ***********************************************************************
 PG2302  DESIGNATION -  BROO
 PG2302  PID         -  PG2302
 PG2302  STATE/COUNTY-  PQ/MEMPHREMAGOG
 PG2302  COUNTRY     -  CANADA
 PG2302  NTS MAPSHEET-  LAC MEMPHREMAGOG (2020)
 PG2302
 PG2302                         *CURRENT SURVEY CONTROL
 PG2302  ______________________________________________________________________
 PG2302* NAD 83(1996) POSITION- 45 03 11.94137(N) 072 26 48.84359(W)   ADJUSTED
 PG2302* NAVD 88 ORTHO HEIGHT -   457.    (meters)     1499.    (feet) SCALED
 PG2302  ______________________________________________________________________
 PG2302  GEOID HEIGHT    -        -28.429 (meters)                     EGM08
 PG2302  HORZ ORDER      -  SECOND
 PG2302
 PG2302.The positional and height information provided upon this datasheet are not
 PG2302.officially recognized by the Government of Canada, provincial governments
 PG2302.within Canada, nor are they intended to replace or substitute for them.
 PG2302.The intent of sharing this data is to allow access to positions or heights
 PG2302.recognized by the United States Government. Passive control that is used by
 PG2302.both nations may share the same or similar designations or descriptions but
 PG2302.do not share official positions or heights. The 'Station Description' may
 PG2302.originate from a Canadian 'Station Report' and if so contains information
 PG2302.licensed under the 'Open Government License - Canada'.
 PG2302
 PG2302.The horizontal coordinates were established by classical geodetic methods
 PG2302.and adjusted by the National Geodetic Survey in May 1998.
 PG2302
 PG2302.The orthometric height was scaled from a topographic map.
 PG2302
 PG2302.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2302
 PG2302.Click photographs - Photos may exist for this station.
 PG2302
 PG2302. The following values were computed from the NAD 83(1996) position.
 PG2302
 PG2302;                    North         East     Units Scale Factor Converg.
 PG2302;UTM  18      - 4,992,044.473   701,036.514   MT  1.00009698   +1 48 27.3
 PG2302
 PG2302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2302!UTM  18      -   0.99993283  x   1.00009698  =   1.00002980
 PG2302
 PG2302:                Primary Azimuth Mark                     Grid Az
 PG2302:UTM  18      -  OWLS HEAD                                083 08 36.4
 PG2302
 PG2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYQ0103692044(NAD 83)
 PG2302
 PG2302|---------------------------------------------------------------------|
 PG2302| PID    Reference Object                     Distance      Geod. Az  |
 PG2302|                                                           dddmmss.s |
 PG2302| PG2275 OWLS HEAD                           APPROX.11.8 KM 0845703.7 |
 PG2302|---------------------------------------------------------------------|
 PG2302
 PG2302                          SUPERSEDED SURVEY CONTROL
 PG2302
 PG2302  NAD 83(1992)-  45 03 11.93986(N)    072 26 48.84287(W) AD(       ) 2
 PG2302  NAD 83(1986)-  45 03 11.94808(N)    072 26 48.84053(W) AD(       ) 2
 PG2302  NAD 27      -  45 03 11.79200(N)    072 26 50.45800(W) AD(       ) 2
 PG2302
 PG2302.Superseded values are not recommended for survey control.
 PG2302
 PG2302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2302.See file dsdata.pdf to determine how the superseded data were derived.
 PG2302
 PG2302_MARKER: DD = SURVEY DISK
 PG2302_SETTING: 66 = SET IN ROCK OUTCROP
 PG2302_MARK LOGO: GSC
 PG2302_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PG2302+STABILITY: POSITION/ELEVATION WELL
 PG2302
 PG2302  HISTORY     - Date     Condition        Report By
 PG2302  HISTORY     - 1917     MONUMENTED       GSC
 PG2302  HISTORY     - 1972     GOOD             IBC
 PG2302
 PG2302                          STATION DESCRIPTION
 PG2302
 PG2302'DESCRIBED BY GEODETIC SURVEY OF CANADA 1917 (JDC)
 PG2302'IN POTTON TOWNSHIP, IN A SMALL OPENING IN THE TIMBER ON THE SLOPE OF
 PG2302'THE HILL NORHTWEST OF THE FARM OF FRITZ BROO, OF MANSONVILLE, QUEBEC,
 PG2302'ABOUT THREE-FOURTHS MILE FROM HIS HOUSE.
 PG2302'
 PG2302'STATION MARK--BRONZE DISK OF THE GEODETIC SURVEY OF CANADA SET IN
 PG2302'SOLID ROCK.
 PG2302
 PG2302                          STATION RECOVERY (1972)
 PG2302
 PG2302'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (NP)
 PG2302'STATION WAS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PH2255 ***********************************************************************
 PH2255  DESIGNATION -  CASTOR
 PH2255  PID         -  PH2255
 PH2255  STATE/COUNTY-  PQ/LE HAUT SAINT LAURENT
 PH2255  COUNTRY     -  CANADA
 PH2255  NTS MAPSHEET-  HUNTINGDON (2020)
 PH2255
 PH2255                         *CURRENT SURVEY CONTROL
 PH2255  ______________________________________________________________________
 PH2255* NAD 83(1996) POSITION- 45 02 21.00012(N) 074 22 02.92235(W)   ADJUSTED
 PH2255* NAVD 88 ORTHO HEIGHT -    78.00  (+/-2cm)      255.9   (feet) VERTCON
 PH2255  ______________________________________________________________________
 PH2255  GEOID HEIGHT    -        -30.602 (meters)                     EGM08
 PH2255  HORZ ORDER      -  FIRST
 PH2255  VERT ORDER      -  THIRD ? (See Below)
 PH2255
 PH2255.The positional and height information provided upon this datasheet are not
 PH2255.officially recognized by the Government of Canada, provincial governments
 PH2255.within Canada, nor are they intended to replace or substitute for them.
 PH2255.The intent of sharing this data is to allow access to positions or heights
 PH2255.recognized by the United States Government. Passive control that is used by
 PH2255.both nations may share the same or similar designations or descriptions but
 PH2255.do not share official positions or heights. The 'Station Description' may
 PH2255.originate from a Canadian 'Station Report' and if so contains information
 PH2255.licensed under the 'Open Government License - Canada'.
 PH2255
 PH2255.The horizontal coordinates were established by classical geodetic methods
 PH2255.and adjusted by the National Geodetic Survey in January 1999.
 PH2255
 PH2255.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH2255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH2255
 PH2255.Significant digits in the geoid height do not necessarily reflect accuracy.
 PH2255
 PH2255.The vertical order pertains to the NGVD 29 superseded value.
 PH2255
 PH2255.Click photographs - Photos may exist for this station.
 PH2255
 PH2255. The following values were computed from the NAD 83(1996) position.
 PH2255
 PH2255;                    North         East     Units Scale Factor Converg.
 PH2255;UTM  18      - 4,987,495.921   549,818.399   MT  0.99963052   +0 26 51.3
 PH2255
 PH2255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2255!UTM  18      -   0.99999257  x   0.99963052  =   0.99962309
 PH2255
 PH2255_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ4981887495(NAD 83)
 PH2255
 PH2255                          SUPERSEDED SURVEY CONTROL
 PH2255
 PH2255  NAD 83(1986)-  45 02 20.99782(N)    074 22 02.92989(W) AD(       ) 1
 PH2255  NAD 27      -  45 02 20.84532(N)    074 22 04.20922(W) AD(       ) 1
 PH2255  NGVD 29              78.12   (m)          256.3    (f) LEVELING    3  
 PH2255
 PH2255.Superseded values are not recommended for survey control.
 PH2255
 PH2255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2255.See file dsdata.pdf to determine how the superseded data were derived.
 PH2255
 PH2255_MARKER: DD = SURVEY DISK
 PH2255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH2255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH2255+STABILITY: SURFACE MOTION
 PH2255
 PH2255  HISTORY     - Date     Condition        Report By
 PH2255  HISTORY     - 1974     MONUMENTED       LOCSUR
 PH2255
 PH2255                          STATION DESCRIPTION
 PH2255
 PH2255'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 PH2255'THE STATION IS LOCATED IN GODMANCHESTER TOWNSHIP ON THE PROPERTY OF
 PH2255'MISS ADDIE CURRIE.  FROM THE INTERSECTION IN ST-AGNES-DE-DUNDEE
 PH2255'TAKE THE NORTHWEST ROAD AND DRIVE FOR 0.6 MILES TO THE INTERSECTION
 PH2255'WITH THE RIDGE ROAD, TURN RIGHT AND GO NORTH-EASTERLY FOR 2.6 MILES.
 PH2255'THE STATION MARK IS IN THE FIELD ON THE LEFT SIDE OF THE ROAD AT
 PH2255'43.7 M FROM THE SOUTHEAST CORNER OF THE BUILDING AT THE BOTTOM OF
 PH2255'THE MICROWAVE TOWER.
 PH2255'
 PH2255'STATION MARK--A QUEBEC LANDS AND FORESTS TABLET NUMBERED 74K0097
 PH2255'CEMENTED IN A CONCRETE BLOCK RAISED 5 CM. FROM THE GROUND.  TWO
 PH2255'REFERENCE MARKS MADE OF TABLETS CEMENTED IN CYLINDRICAL PIPES ARE
 PH2255'LOCATED ALONG THE FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 SF1091 ***********************************************************************
 SF1091  DESIGNATION -  CHABOT GSC
 SF1091  PID         -  SF1091
 SF1091  STATE/COUNTY-  PQ/TEMISCOUATA
 SF1091  COUNTRY     -  CANADA
 SF1091  NTS MAPSHEET-  ESTCOURT (2020)
 SF1091
 SF1091                         *CURRENT SURVEY CONTROL
 SF1091  ______________________________________________________________________
 SF1091* NAD 83(1996) POSITION- 47 29 10.96045(N) 069 23 53.30865(W)   ADJUSTED
 SF1091* NAVD 88 ORTHO HEIGHT -   495.    (meters)     1624.    (feet) SCALED
 SF1091  ______________________________________________________________________
 SF1091  GEOID HEIGHT    -        -26.576 (meters)                     EGM08
 SF1091  HORZ ORDER      -  SECOND
 SF1091
 SF1091.The positional and height information provided upon this datasheet are not
 SF1091.officially recognized by the Government of Canada, provincial governments
 SF1091.within Canada, nor are they intended to replace or substitute for them.
 SF1091.The intent of sharing this data is to allow access to positions or heights
 SF1091.recognized by the United States Government. Passive control that is used by
 SF1091.both nations may share the same or similar designations or descriptions but
 SF1091.do not share official positions or heights. The 'Station Description' may
 SF1091.originate from a Canadian 'Station Report' and if so contains information
 SF1091.licensed under the 'Open Government License - Canada'.
 SF1091
 SF1091.The horizontal coordinates were established by classical geodetic methods
 SF1091.and adjusted by the National Geodetic Survey in March 1998.
 SF1091
 SF1091.The orthometric height was scaled from a topographic map.
 SF1091
 SF1091.Significant digits in the geoid height do not necessarily reflect accuracy.
 SF1091
 SF1091.Click photographs - Photos may exist for this station.
 SF1091
 SF1091. The following values were computed from the NAD 83(1996) position.
 SF1091
 SF1091;                    North         East     Units Scale Factor Converg.
 SF1091;UTM  19      - 5,259,292.643   470,006.879   MT  0.99961105   -0 17 36.5
 SF1091
 SF1091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1091!UTM  19      -   0.99992660  x   0.99961105  =   0.99953768
 SF1091
 SF1091:                Primary Azimuth Mark                     Grid Az
 SF1091:UTM  19      -  PARKE                                    006 52 39.0
 SF1091
 SF1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN7000659292(NAD 83)
 SF1091
 SF1091|---------------------------------------------------------------------|
 SF1091| PID    Reference Object                     Distance      Geod. Az  |
 SF1091|                                                           dddmmss.s |
 SF1091| SF0598 PARKE                               APPROX.10.1 KM 0063502.5 |
 SF1091|---------------------------------------------------------------------|
 SF1091
 SF1091                          SUPERSEDED SURVEY CONTROL
 SF1091
 SF1091  NAD 83(1992)-  47 29 10.94152(N)    069 23 53.30349(W) AD(       ) 2
 SF1091  NAD 83(1986)-  47 29 10.94637(N)    069 23 53.29822(W) AD(       ) 2
 SF1091  NAD 27      -  47 29 10.86500(N)    069 23 55.13900(W) AD(       ) 2
 SF1091
 SF1091.Superseded values are not recommended for survey control.
 SF1091
 SF1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1091.See file dsdata.pdf to determine how the superseded data were derived.
 SF1091
 SF1091_MARKER: B = BOLT
 SF1091_SETTING: 66 = SET IN ROCK OUTCROP
 SF1091_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SF1091+STABILITY: POSITION/ELEVATION WELL
 SF1091
 SF1091  HISTORY     - Date     Condition        Report By
 SF1091  HISTORY     - 1915     MONUMENTED       GSC
 SF1091
 SF1091                          STATION DESCRIPTION
 SF1091
 SF1091'DESCRIBED BY GEODETIC SURVEY OF CANADA 1915 (JLR)
 SF1091'IN CHABOT TOWNSHIP, ON LOT 55, RANGE 4, ABOUT 8 MILES NORTHEAST OF
 SF1091'ST ELEUTHERE, ON A HILL COVERED WITH BIRCH AND SPRUCE, 75 FEET FROM
 SF1091'THE NORTHEAST AND 3,410 FEET FROM THE SOUTHEAST SIDE OF LOT 55, ON
 SF1091'LAND OWNED BY FRANCOIS MICHAUD.
 SF1091'
 SF1091'STATION MARK--STANDARD COPPER BOLT OF THE GEODETIC SURVEY OF CANADA
 SF1091'SET IN BEDROCK.  THE POST ON THE LINE BETWEEN RANGES 4 AND 5 AND
 SF1091'BETWEEN THE TOWNSHIPS OF CHABOT AND POHENAGAMOOK IS DISTANT 3,540
 SF1091'FEET, S 60 DEG 15 MIN E, FROM THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 OG0860 ***********************************************************************
 OG0860  DESIGNATION -  CHANCE IBC
 OG0860  PID         -  OG0860
 OG0860  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 OG0860  COUNTRY     -  CANADA
 OG0860  NTS MAPSHEET-  NIAGARA (2020)
 OG0860
 OG0860                         *CURRENT SURVEY CONTROL
 OG0860  ______________________________________________________________________
 OG0860* NAD 83(1996) POSITION- 43 09 19.87387(N) 079 02 49.02134(W)   ADJUSTED
 OG0860* NAVD 88 ORTHO HEIGHT -   106.    (meters)      348.    (feet) SCALED
 OG0860  ______________________________________________________________________
 OG0860  GEOID HEIGHT    -        -36.509 (meters)                     EGM08
 OG0860  HORZ ORDER      -  THIRD
 OG0860
 OG0860.The positional and height information provided upon this datasheet are not
 OG0860.officially recognized by the Government of Canada, provincial governments
 OG0860.within Canada, nor are they intended to replace or substitute for them.
 OG0860.The intent of sharing this data is to allow access to positions or heights
 OG0860.recognized by the United States Government. Passive control that is used by
 OG0860.both nations may share the same or similar designations or descriptions but
 OG0860.do not share official positions or heights. The 'Station Description' may
 OG0860.originate from a Canadian 'Station Report' and if so contains information
 OG0860.licensed under the 'Open Government License - Canada'.
 OG0860
 OG0860.The horizontal coordinates were established by classical geodetic methods
 OG0860.and adjusted by the National Geodetic Survey in January 1999.
 OG0860
 OG0860.The orthometric height was scaled from a topographic map.
 OG0860
 OG0860.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0860
 OG0860.Click photographs - Photos may exist for this station.
 OG0860
 OG0860. The following values were computed from the NAD 83(1996) position.
 OG0860
 OG0860;                    North         East     Units Scale Factor Converg.
 OG0860;UTM  17      - 4,779,936.782   658,789.809   MT  0.99991018   +1 20 10.1
 OG0860
 OG0860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0860!UTM  17      -   0.99998913  x   0.99991018  =   0.99989931
 OG0860
 OG0860:                Primary Azimuth Mark                     Grid Az
 OG0860:UTM  17      -  BROCK MONUMENT                           314 36 53.0
 OG0860
 OG0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5878979936(NAD 83)
 OG0860
 OG0860|---------------------------------------------------------------------|
 OG0860| PID    Reference Object                     Distance      Geod. Az  |
 OG0860|                                                           dddmmss.s |
 OG0860| OG0839 REF MON 9 41                        413.176 METERS 1163431.2 |
 OG0860| OG0838 OGDEN SUB                           485.155 METERS 1231436.0 |
 OG0860| OG0783 BROCK MONUMENT                      APPROX. 0.7 KM 3155703.1 |
 OG0860|---------------------------------------------------------------------|
 OG0860
 OG0860                          SUPERSEDED SURVEY CONTROL
 OG0860
 OG0860  NAD 83(1986)-  43 09 19.87970(N)    079 02 49.01937(W) AD(       ) 3
 OG0860  NAD 27      -  43 09 19.68275(N)    079 02 49.85695(W) AD(       ) 3
 OG0860
 OG0860.Superseded values are not recommended for survey control.
 OG0860
 OG0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0860.See file dsdata.pdf to determine how the superseded data were derived.
 OG0860
 OG0860_MARKER: DD = SURVEY DISK
 OG0860_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OG0860_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0860
 OG0860  HISTORY     - Date     Condition        Report By
 OG0860  HISTORY     - 1941     MONUMENTED       IBC
 OG0860  HISTORY     - 1971     GOOD             IBC
 OG0860
 OG0860                          STATION DESCRIPTION
 OG0860
 OG0860'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 OG0860'MIDWAY BETWEEN BROCKS MONUMENT AND THE ONTARIO HYDROELECTRIC POWER
 OG0860'STATION, ON A SHARP POINT OF THE HIGH BANK ON THE WEST SIDE OF THE
 OG0860'NIAGARA RIVER.  CHANCE - 1941 IS DIRECTLY ON LINE FROM CHANCE - SUB
 OG0860'TO REFERENCE NO 1 AND CAN BE USED WITH REFERENCE NO 1 TO RELOCATE
 OG0860'CHANCE - SUB.  IT IS 45 FEET EAST OF THE OLD BED OF THE INTERNATIONAL
 OG0860'RAILWAY COMPANY CAR TRACKS AND ON LINE WITH THE TOP OF THE HIGH BANK
 OG0860'SOUTHWARD TOWARD THE POWER STATION.
 OG0860'
 OG0860'STATION MARK--CHANCE - 1941 IS MARKED BY AN IBC STANDARD BRONZE - DISK
 OG0860'STATION MARK SET FLUSH WITH THE SURFACE OF THE GROUND IN THE TOP OF
 OG0860'A CYLINDER OF CONCRETE 8 INCHES IN DIAMETER AND 1 FOOT IN DEPTH.
 OG0860'THE SUBSURFACE MARK IS A BRASS SCREW SET 1 FOOT BELOW THE SURFACE OF
 OG0860'THE GROUND IN THE TOP OF A CYLINDER OF CONCRETE 8 INCHES IN DIAMETER
 OG0860'AND 1 FOOT IN DEPTH.
 OG0860
 OG0860                          STATION RECOVERY (1971)
 OG0860
 OG0860'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 OG0860'CHANCE (IBC) 1941 IS 53 FEET EAST OF A 5 - INCH SQUARE CONCRETE POST
 OG0860'THAT HAS A DISK SET IN IT THAT READS---NIAGARA POWER PROJECT---AND IT
 OG0860'IS 4 FEET EAST OF A STEEL, WITNESS POST WITH METAL SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 OG0858 ***********************************************************************
 OG0858  DESIGNATION -  CHANCE SUB
 OG0858  PID         -  OG0858
 OG0858  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 OG0858  COUNTRY     -  CANADA
 OG0858  NTS MAPSHEET-  NIAGARA (2020)
 OG0858
 OG0858                         *CURRENT SURVEY CONTROL
 OG0858  ______________________________________________________________________
 OG0858* NAD 83(1996) POSITION- 43 09 19.90340(N) 079 02 48.88625(W)   ADJUSTED
 OG0858* NAVD 88 ORTHO HEIGHT -   106.    (meters)      348.    (feet) SCALED
 OG0858  ______________________________________________________________________
 OG0858  GEOID HEIGHT    -        -36.509 (meters)                     EGM08
 OG0858  HORZ ORDER      -  THIRD
 OG0858
 OG0858.The positional and height information provided upon this datasheet are not
 OG0858.officially recognized by the Government of Canada, provincial governments
 OG0858.within Canada, nor are they intended to replace or substitute for them.
 OG0858.The intent of sharing this data is to allow access to positions or heights
 OG0858.recognized by the United States Government. Passive control that is used by
 OG0858.both nations may share the same or similar designations or descriptions but
 OG0858.do not share official positions or heights. The 'Station Description' may
 OG0858.originate from a Canadian 'Station Report' and if so contains information
 OG0858.licensed under the 'Open Government License - Canada'.
 OG0858
 OG0858.The horizontal coordinates were established by classical geodetic methods
 OG0858.and adjusted by the National Geodetic Survey in January 1999.
 OG0858
 OG0858.The orthometric height was scaled from a topographic map.
 OG0858
 OG0858.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0858
 OG0858.Click photographs - Photos may exist for this station.
 OG0858
 OG0858. The following values were computed from the NAD 83(1996) position.
 OG0858
 OG0858;                    North         East     Units Scale Factor Converg.
 OG0858;UTM  17      - 4,779,937.764   658,792.839   MT  0.99991019   +1 20 10.2
 OG0858
 OG0858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0858!UTM  17      -   0.99998913  x   0.99991019  =   0.99989932
 OG0858
 OG0858:                Primary Azimuth Mark                     Grid Az
 OG0858:UTM  17      -  HEIGHTS SUB                              028 24 42.2
 OG0858
 OG0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5879279937(NAD 83)
 OG0858
 OG0858|---------------------------------------------------------------------|
 OG0858| PID    Reference Object                     Distance      Geod. Az  |
 OG0858|                                                           dddmmss.s |
 OG0858| OG0789 NIAGARA ON LAKE STELLA X IBC        APPROX. 5.0 KM 0053158.3 |
 OG0858| OG0778 HEIGHTS SUB                         APPROX. 0.6 KM 0294452.4 |
 OG0858| OG0830 GORGE VIEW PARK TANK IBC            APPROX. 0.8 KM 0982305.8 |
 OG0858| OG0839 REF MON 9 41                        410.860 METERS 1165245.9 |
 OG0858| OG0838 OGDEN SUB                           483.108 METERS 1233155.8 |
 OG0858| CZ9832 CHANCE SUB RM 1                      36.326 METERS 25322     |
 OG0858| OG0860 CHANCE IBC                            3.185 METERS 25323     |
 OG0858|---------------------------------------------------------------------|
 OG0858
 OG0858                          SUPERSEDED SURVEY CONTROL
 OG0858
 OG0858  NAD 83(1986)-  43 09 19.90925(N)    079 02 48.88421(W) AD(       ) 3
 OG0858  NAD 27      -  43 09 19.71241(N)    079 02 49.72143(W) AD(       ) 3
 OG0858
 OG0858.Superseded values are not recommended for survey control.
 OG0858
 OG0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0858.See file dsdata.pdf to determine how the superseded data were derived.
 OG0858
 OG0858_MARKER: Z = SEE DESCRIPTION
 OG0858_SETTING: 0 = UNSPECIFIED SETTING
 OG0858
 OG0858  HISTORY     - Date     Condition        Report By
 OG0858  HISTORY     - 1941     MONUMENTED       IBC
 OG0858  HISTORY     - 1971     MARK NOT FOUND   IBC
 OG0858
 OG0858                          STATION DESCRIPTION
 OG0858
 OG0858'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 OG0858'MIDWAY BETWEEN BROCKS MONUMENT AND THE ONTARIO HYDROELECTRIC POWER
 OG0858'STATION, ON A SHARP POINT OF THE HIGH BANK ON THE WEST SIDE OF THE
 OG0858'NIAGARA RIVER.  CHANCE - SUB IS AS NEAR AS POSSIBLE ON THE SITE OF
 OG0858'CHANCE - IWC, WHICH WAS NOT RECOVERED, AND IS ON AN OVERHANGING
 OG0858'LEDGE, LESS THAN 2 FEET FROM ITS EDGE.  CHANCE - 1941 IS DIRECTLY ON
 OG0858'LINE FROM CHANCE - SUB TO REFERENCE NO 1 AND CAN BE USED WITH
 OG0858'REFERENCE NO 1 TO RELOCATE CHANCE - SUB.  IT IS 45 FEET EAST OF THE
 OG0858'OLD BED OF THE INTERNATIONAL RAILWAY COMPANY CAR TRACKS AND ON LINE
 OG0858'WITH THE TOP OF THE HIGH BANK SOUTHWARD TOWARD THE POWER STATION.
 OG0858'
 OG0858'STATION MARKS--CHANCE - SUB COULD NOT BE MARKED BECAUSE OF ITS
 OG0858'PROXIMITY TO THE EDGE OF THE BANK.  CHANCE - 1941 IS MARKED BY AN
 OG0858'IBC STANDARD BRONZE - DISK STATION MARK SET FLUSH WITH THE SURFACE
 OG0858'OF THE GROUND IN THE TOP OF A CYLINDER OF CONCRETE 8 IN DIAMETER AND
 OG0858'1 FOOT IN DEPTH.  THE SUBSURFACE MARK IS A BRASS SCREW SET 1 FOOT
 OG0858'BELOW THE SURFACE OF THE GROUND IN THE TOP OF A CYLINDER OF CONCRETE
 OG0858'8 INCHES IN DIAMETER AND 1 FOOT IN DEPTH.  REFERENCE NO 1 IS A DRILL
 OG0858'HOLE 3/4 INCH IN DIAMETER AND 1-1/2 INCHES IN DEPTH IN A ROCK
 OG0858'SITUATED ON THE EAST SHOULDER AT THE FIRST BEND IN THE RIVER ROCK
 OG0858'FROM BROCKS MONUMENT TO THE POWER STATION.  THE ROCK MEASURES 18 BY
 OG0858'12 INCHES AND PROJECTS AN INCH ABOVE THE SURFACE OF THE SHOULDER.
 OG0858
 OG0858                          STATION RECOVERY (1971)
 OG0858
 OG0858'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 OG0858'CHANCE (IBC) 1941 WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 OG0858'CONDITION.  CHANCE-SUB (IBC) 1941 AND REFERENCE NO 1 WERE NOT
 OG0858'RECOVERED.  CHANCE (IBC) 1941 IS 53 FEET EAST OF A 5 - INCH SQUARE
 OG0858'CONCRETE POST THAT HAS A DISK SET IN IT THAT READS---NIAGARA POWER
 OG0858'PROJECT---AND IT IS 4 FEET EAST OF A STEEL, WITNESS POST WITH METAL
 OG0858'SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PH2332 ***********************************************************************
 PH2332  DESIGNATION -  COTEAU WEST BASE
 PH2332  PID         -  PH2332
 PH2332  STATE/COUNTY-  PQ/VAUDREUIL SOULANGES
 PH2332  COUNTRY     -  CANADA
 PH2332  NTS MAPSHEET-  HUNTINGDON (2020)
 PH2332
 PH2332                         *CURRENT SURVEY CONTROL
 PH2332  ______________________________________________________________________
 PH2332* NAD 83(1986) POSITION- 45 13 32.     (N) 074 19 57.     (W)   SCALED
 PH2332* NAVD 88 ORTHO HEIGHT -    57.27  (+/-2cm)      187.9   (feet) VERTCON
 PH2332  ______________________________________________________________________
 PH2332  GEOID HEIGHT    -        -31.083 (meters)                     EGM08
 PH2332  VERT ORDER      -  THIRD ? (See Below)
 PH2332
 PH2332.The positional and height information provided upon this datasheet are not
 PH2332.officially recognized by the Government of Canada, provincial governments
 PH2332.within Canada, nor are they intended to replace or substitute for them.
 PH2332.The intent of sharing this data is to allow access to positions or heights
 PH2332.recognized by the United States Government. Passive control that is used by
 PH2332.both nations may share the same or similar designations or descriptions but
 PH2332.do not share official positions or heights. The 'Station Description' may
 PH2332.originate from a Canadian 'Station Report' and if so contains information
 PH2332.licensed under the 'Open Government License - Canada'.
 PH2332
 PH2332.The horizontal coordinates were scaled from a map and have
 PH2332.an estimated accuracy of +/- 6 seconds.
 PH2332
 PH2332.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH2332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH2332
 PH2332.Significant digits in the geoid height do not necessarily reflect accuracy.
 PH2332
 PH2332.The vertical order pertains to the NGVD 29 superseded value.
 PH2332
 PH2332.Click photographs - Photos may exist for this station.
 PH2332
 PH2332
 PH2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWR524082(NAD 83)
 PH2332
 PH2332                          SUPERSEDED SURVEY CONTROL
 PH2332
 PH2332  NAD 27      -  45 13 31.94141(N)    074 19 58.68379(W) AD(       ) 1
 PH2332  NGVD 29 (07/19/86)   57.39   (m)          188.3    (f) LEVELING    3  
 PH2332
 PH2332.Superseded values are not recommended for survey control.
 PH2332
 PH2332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2332.See file dsdata.pdf to determine how the superseded data were derived.
 PH2332
 PH2332_MARKER: B = BOLT
 PH2332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH2332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH2332+STABILITY: SURFACE MOTION
 PH2332
 PH2332  HISTORY     - Date     Condition        Report By
 PH2332  HISTORY     - 1908     MONUMENTED       GSC
 PH2332  HISTORY     - 1975     GOOD             IBC
 PH2332
 PH2332                          STATION DESCRIPTION
 PH2332
 PH2332'DESCRIBED BY GEODETIC SURVEY OF CANADA 1908
 PH2332'IN CONCESSION RIVIERE BAUDET, NOUVELLE LONGUEUIL TOWNSHIP, SOULANGES
 PH2332'COUNTY, QUEBEC.  ON THE RIGHT OF WAY OF THE CANADIAN NATIONAL
 PH2332'RAILWAY MONTREAL-TORONTO MAIN LINE, ON A GRAVEL KNOLL 52 FEET NORTH
 PH2332'OF THE TRACK AND ABOUT 1/4 MILE WEST OF RIVER BEAUDETTE RAILWAY
 PH2332'STATION.  THE STATION IS SOUTH OF CEMETERY.  REACHED FROM A POINT
 PH2332'WHERE THE WEST RIVER ROAD CROSSES THE RAILWAY TRACKS AT RIVER
 PH2332'BEAUDETTE BY WALKING SOUTHWESTERLY ALONG THE TRACKS FOR A DISTANCE
 PH2332'OF APPROX 200 YARDS.
 PH2332'
 PH2332'STATION MARK--MARKED BY LOWER AND UPPER MARKS AS FOLLOWS--THE
 PH2332'LOWER MARK IS A COPPER BOLT SET IN THE TOP OF A CONCRETE BLOCK,
 PH2332'THE UPPER MARK IS A BRONZE TABLET SET IN THE TOP OF A 12X12-INCH
 PH2332'CONCRETE BLOCK WHICH PROJECTS 1 FOOT ABOVE THE GROUND SURFACE.
 PH2332
 PH2332                          STATION RECOVERY (1975)
 PH2332
 PH2332'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (NP)
 PH2332'STATION WAS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2571 ***********************************************************************
 PG2571  DESIGNATION -  COVEY HILL
 PG2571  PID         -  PG2571
 PG2571  STATE/COUNTY-  PQ/LE HAUT SAINT LAURENT
 PG2571  COUNTRY     -  CANADA
 PG2571  NTS MAPSHEET-  SAINT-CHRYSOSTOME (2020)
 PG2571
 PG2571                         *CURRENT SURVEY CONTROL
 PG2571  ______________________________________________________________________
 PG2571* NAD 83(1996) POSITION- 45 01 04.82167(N) 073 47 44.36499(W)   ADJUSTED
 PG2571* NAVD 88 ORTHO HEIGHT -   341.83  (+/-2cm)     1121.5   (feet) VERTCON
 PG2571  ______________________________________________________________________
 PG2571  GEOID HEIGHT    -        -29.891 (meters)                     EGM08
 PG2571  HORZ ORDER      -  FIRST
 PG2571  VERT ORDER      -  THIRD ? (See Below)
 PG2571
 PG2571.The positional and height information provided upon this datasheet are not
 PG2571.officially recognized by the Government of Canada, provincial governments
 PG2571.within Canada, nor are they intended to replace or substitute for them.
 PG2571.The intent of sharing this data is to allow access to positions or heights
 PG2571.recognized by the United States Government. Passive control that is used by
 PG2571.both nations may share the same or similar designations or descriptions but
 PG2571.do not share official positions or heights. The 'Station Description' may
 PG2571.originate from a Canadian 'Station Report' and if so contains information
 PG2571.licensed under the 'Open Government License - Canada'.
 PG2571
 PG2571.The horizontal coordinates were established by classical geodetic methods
 PG2571.and adjusted by the National Geodetic Survey in January 1999.
 PG2571
 PG2571.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2571
 PG2571.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2571
 PG2571.The vertical order pertains to the NGVD 29 superseded value.
 PG2571
 PG2571.Click photographs - Photos may exist for this station.
 PG2571
 PG2571. The following values were computed from the NAD 83(1996) position.
 PG2571
 PG2571;                    North         East     Units Scale Factor Converg.
 PG2571;UTM  18      - 4,985,656.109   594,890.927   MT  0.99971072   +0 51 06.9
 PG2571
 PG2571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2571!UTM  18      -   0.99995109  x   0.99971072  =   0.99966183
 PG2571
 PG2571:                Primary Azimuth Mark                     Grid Az
 PG2571:UTM  18      -  ORMSTOWN                                 325 46 55.6
 PG2571
 PG2571_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ9489085656(NAD 83)
 PG2571
 PG2571|---------------------------------------------------------------------|
 PG2571| PID    Reference Object                     Distance      Geod. Az  |
 PG2571|                                                           dddmmss.s |
 PG2571| PG2591 ORMSTOWN                            APPROX.12.2 KM 3263802.5 |
 PG2571|---------------------------------------------------------------------|
 PG2571
 PG2571                          SUPERSEDED SURVEY CONTROL
 PG2571
 PG2571  NAD 83(1996)-  45 01 04.82119(N)    073 47 44.36659(W) AD(       ) 1
 PG2571  NAD 83(1992)-  45 01 04.82108(N)    073 47 44.36600(W) AD(       ) 1
 PG2571  NAD 83(1986)-  45 01 04.82344(N)    073 47 44.36587(W) AD(       ) 1
 PG2571  NAD 27      -  45 01 04.66421(N)    073 47 45.71873(W) AD(       ) 1
 PG2571  NGVD 29             341.92   (m)         1121.8    (f) LEVELING    3  
 PG2571
 PG2571.Superseded values are not recommended for survey control.
 PG2571
 PG2571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2571.See file dsdata.pdf to determine how the superseded data were derived.
 PG2571
 PG2571_MARKER: B = BOLT
 PG2571_SETTING: 66 = SET IN ROCK OUTCROP
 PG2571
 PG2571  HISTORY     - Date     Condition        Report By
 PG2571  HISTORY     - 1908     MONUMENTED       GSC
 PG2571  HISTORY     - 1975     GOOD             IBC
 PG2571
 PG2571                          STATION DESCRIPTION
 PG2571
 PG2571'DESCRIBED BY GEODETIC SURVEY OF CANADA 1908
 PG2571'IN HAVELOCK TOWNSHIP, ON COVEY HILL, ON LOTS 34C AND 35C OF RANGE 1
 PG2571', THE PROPERTY OF JOHN WADDELL, FRANKLIN CENTER, QUEBEC.
 PG2571'
 PG2571'STATION MARK--IRON BOLT IN SOLID ROCK.  TWO COPPER REFERENCE BOLTS
 PG2571'ARE SET IN ROCK ALONG THE SOUTH FENCE OF THE MAIN ROAD ABOUT 350
 PG2571'FEET FROM THE STATION.
 PG2571
 PG2571                          STATION RECOVERY (1975)
 PG2571
 PG2571'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (NP)
 PG2571'STATION WAS RECOVERED IN GOOD CONDITION.
 PG2571'
 PG2571'NEW DESCRIPTION--IN HAVELOCK TOWNSHIP ON THE PROPERTY OF DR
 PG2571'JOS MEAKINS.  IT IS ON THE EAST SIDE OF COVEY HILL.  TO REACH THE
 PG2571'STATION, FROM THE CROSS ROADS AT COVEY HILL DRIVE WESTERLY 1.9 MI
 PG2571'FROM THIS POINT THE STATION LIES APPROXIMATELY 107 M SOUTH OF
 PG2571'THE ROAD.
 PG2571'
 PG2571'STATION MARK--A 4 CM IRON BOLT LEADED INTO THE ROCK, THE TOP OF
 PG2571'THIS MARK BEING 0.3 M BELOW THE GROUND SURFACE.  A SMALL ROCK CAIRN
 PG2571'WAS BUILT OVER THE STATION MARK.  REFERENCED BY TWO BRONZE TABLETS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PH2250 ***********************************************************************
 PH2250  DESIGNATION -  DALGLIESH
 PH2250  PID         -  PH2250
 PH2250  STATE/COUNTY-  PQ/LE HAUT SAINT LAURENT
 PH2250  COUNTRY     -  CANADA
 PH2250  NTS MAPSHEET-  HUNTINGDON (2020)
 PH2250
 PH2250                         *CURRENT SURVEY CONTROL
 PH2250  ______________________________________________________________________
 PH2250* NAD 83(1996) POSITION- 45 05 01.75600(N) 074 15 31.08897(W)   ADJUSTED
 PH2250* NAVD 88 ORTHO HEIGHT -   101.    (meters)      331.    (feet) SCALED
 PH2250  ______________________________________________________________________
 PH2250  GEOID HEIGHT    -        -30.495 (meters)                     EGM08
 PH2250  HORZ ORDER      -  SECOND
 PH2250
 PH2250.The positional and height information provided upon this datasheet are not
 PH2250.officially recognized by the Government of Canada, provincial governments
 PH2250.within Canada, nor are they intended to replace or substitute for them.
 PH2250.The intent of sharing this data is to allow access to positions or heights
 PH2250.recognized by the United States Government. Passive control that is used by
 PH2250.both nations may share the same or similar designations or descriptions but
 PH2250.do not share official positions or heights. The 'Station Description' may
 PH2250.originate from a Canadian 'Station Report' and if so contains information
 PH2250.licensed under the 'Open Government License - Canada'.
 PH2250
 PH2250.The horizontal coordinates were established by classical geodetic methods
 PH2250.and adjusted by the National Geodetic Survey in January 1999.
 PH2250
 PH2250.The orthometric height was scaled from a topographic map.
 PH2250
 PH2250.Significant digits in the geoid height do not necessarily reflect accuracy.
 PH2250
 PH2250.Click photographs - Photos may exist for this station.
 PH2250
 PH2250. The following values were computed from the NAD 83(1996) position.
 PH2250
 PH2250;                    North         East     Units Scale Factor Converg.
 PH2250;UTM  18      - 4,992,529.244   558,345.578   MT  0.99964186   +0 31 30.0
 PH2250
 PH2250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2250!UTM  18      -   0.99998897  x   0.99964186  =   0.99963083
 PH2250
 PH2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ5834592529(NAD 83)
 PH2250
 PH2250                          SUPERSEDED SURVEY CONTROL
 PH2250
 PH2250  NAD 83(1986)-  45 05 01.75398(N)    074 15 31.09601(W) AD(       ) 2
 PH2250  NAD 27      -  45 05 01.52300(N)    074 15 32.52000(W) AD(       ) 2
 PH2250
 PH2250.Superseded values are not recommended for survey control.
 PH2250
 PH2250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2250.See file dsdata.pdf to determine how the superseded data were derived.
 PH2250
 PH2250_MARKER: DD = SURVEY DISK
 PH2250_SETTING: 0 = UNSPECIFIED SETTING
 PH2250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH2250
 PH2250  HISTORY     - Date     Condition        Report By
 PH2250  HISTORY     - 1917     MONUMENTED       IBC
 PH2250  HISTORY     - 1973     MARK NOT FOUND   IBC
 PH2250
 PH2250                          STATION DESCRIPTION
 PH2250
 PH2250'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (JDC)
 PH2250'IN GODMANCHESTER TOWNSHIP, ABOUT 1 MILE NORTH OF CLYDE CORNERS,
 PH2250'QUEBEC, ON A BARE RIDGE WITH A SCRUB CEDAR TO THE NORTH OF THE
 PH2250'STATION AND AN OLD ORCHARD TO THE SOUTH OF IT.  IT IS ON THE
 PH2250'PROPERTY OF CHAS T DALGLIESH, AND ABOUT 450 FEET EAST OF THE ROAD.
 PH2250'
 PH2250'STATION MARK--BRONZE DISK OF THE GEODETIC SURVEY OF CANADA SET IN
 PH2250'ROCK FLUSH WITH THE SURFACE OF THE GROUND.
 PH2250
 PH2250                          STATION RECOVERY (1973)
 PH2250
 PH2250'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1973 (NP)
 PH2250'STATION WAS NOT RECOVERED IN 1973.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 SF0728 ***********************************************************************
 SF0728  DESIGNATION -  DAVE GSC
 SF0728  PID         -  SF0728
 SF0728  STATE/COUNTY-  PQ/TEMISCOUATA
 SF0728  COUNTRY     -  CANADA
 SF0728  NTS MAPSHEET-  ESTCOURT (2020)
 SF0728
 SF0728                         *CURRENT SURVEY CONTROL
 SF0728  ______________________________________________________________________
 SF0728* NAD 83(1996) POSITION- 47 26 15.23019(N) 069 05 34.53344(W)   ADJUSTED
 SF0728* NAVD 88 ORTHO HEIGHT -   274.    (meters)      899.    (feet) SCALED
 SF0728  ______________________________________________________________________
 SF0728  GEOID HEIGHT    -        -26.149 (meters)                     EGM08
 SF0728  HORZ ORDER      -  SECOND
 SF0728
 SF0728.The positional and height information provided upon this datasheet are not
 SF0728.officially recognized by the Government of Canada, provincial governments
 SF0728.within Canada, nor are they intended to replace or substitute for them.
 SF0728.The intent of sharing this data is to allow access to positions or heights
 SF0728.recognized by the United States Government. Passive control that is used by
 SF0728.both nations may share the same or similar designations or descriptions but
 SF0728.do not share official positions or heights. The 'Station Description' may
 SF0728.originate from a Canadian 'Station Report' and if so contains information
 SF0728.licensed under the 'Open Government License - Canada'.
 SF0728
 SF0728.The horizontal coordinates were established by classical geodetic methods
 SF0728.and adjusted by the National Geodetic Survey in March 1998.
 SF0728
 SF0728.The orthometric height was scaled from a topographic map.
 SF0728
 SF0728.Significant digits in the geoid height do not necessarily reflect accuracy.
 SF0728
 SF0728.Click photographs - Photos may exist for this station.
 SF0728
 SF0728. The following values were computed from the NAD 83(1996) position.
 SF0728
 SF0728;                    North         East     Units Scale Factor Converg.
 SF0728;UTM  19      - 5,253,795.055   492,993.135   MT  0.99960060   -0 04 06.4
 SF0728
 SF0728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0728!UTM  19      -   0.99996118  x   0.99960060  =   0.99956179
 SF0728
 SF0728:                Primary Azimuth Mark                     Grid Az
 SF0728:UTM  19      -  BLUE RIVER GSC 1915                      113 24 32.5
 SF0728
 SF0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9299353795(NAD 83)
 SF0728
 SF0728|---------------------------------------------------------------------|
 SF0728| PID    Reference Object                     Distance      Geod. Az  |
 SF0728|                                                           dddmmss.s |
 SF0728| SF0765 BLUE RIVER GSC 1915                 APPROX. 5.1 KM 1132026.1 |
 SF0728|---------------------------------------------------------------------|
 SF0728
 SF0728                          SUPERSEDED SURVEY CONTROL
 SF0728
 SF0728  NAD 83(1992)-  47 26 15.20994(N)    069 05 34.53822(W) AD(       ) 2
 SF0728  NAD 83(1986)-  47 26 15.21612(N)    069 05 34.53622(W) AD(       ) 2
 SF0728  NAD 27      -  47 26 15.14600(N)    069 05 36.41700(W) AD(       ) 2
 SF0728
 SF0728.Superseded values are not recommended for survey control.
 SF0728
 SF0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0728.See file dsdata.pdf to determine how the superseded data were derived.
 SF0728
 SF0728_MARKER: B = BOLT
 SF0728_SETTING: 80 = SET IN A BOULDER
 SF0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SF0728+STABILITY: SURFACE MOTION
 SF0728
 SF0728  HISTORY     - Date     Condition        Report By
 SF0728  HISTORY     - 1915     MONUMENTED       GSC
 SF0728
 SF0728                          STATION DESCRIPTION
 SF0728
 SF0728'DESCRIBED BY GEODETIC SURVEY OF CANADA 1915 (JLR)
 SF0728'IN ESTCOURT TOWNSHIP, ABOUT 2 1/2 MILES WEST OF BLUE RIVER, QUEBEC,
 SF0728'ABOUT 750 FEET NORTH OF THE MAIN ROAD FROM BLUE RIVER TO ESTCOURT, ON
 SF0728'LOT 57, RANGE 4, AND ABOUT 450 FEET SOUTH OF THE LINE BETWEEN LOTS
 SF0728'56 AND 57.  IT IS ON THE SOUTHWEST SLOPE OF A ROUND CLEARED SHOULDER
 SF0728'OF A HILL ABOUT ONE - FOURTH MILE NORTHWEST FROM THE HOUSE ON LOT 57.
 SF0728'
 SF0728'STATION MARK--STANDARD COPPER BOLT OF THE GEODETIC SURVEY OF CANADA
 SF0728'SET IN A LARGE BOULDER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 OG1073 ***********************************************************************
 OG1073  DESIGNATION -  DAVID SUB
 OG1073  PID         -  OG1073
 OG1073  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 OG1073  COUNTRY     -  CANADA
 OG1073  NTS MAPSHEET-  NIAGARA (2020)
 OG1073
 OG1073                         *CURRENT SURVEY CONTROL
 OG1073  ______________________________________________________________________
 OG1073* NAD 83(1996) POSITION- 43 07 09.67387(N) 079 04 21.32422(W)   ADJUSTED
 OG1073* NAVD 88 ORTHO HEIGHT -   160.9   (meters)      528.    (feet) VERTCON
 OG1073  ______________________________________________________________________
 OG1073  GEOID HEIGHT    -        -36.418 (meters)                     EGM08
 OG1073  HORZ ORDER      -  SECOND
 OG1073
 OG1073.The positional and height information provided upon this datasheet are not
 OG1073.officially recognized by the Government of Canada, provincial governments
 OG1073.within Canada, nor are they intended to replace or substitute for them.
 OG1073.The intent of sharing this data is to allow access to positions or heights
 OG1073.recognized by the United States Government. Passive control that is used by
 OG1073.both nations may share the same or similar designations or descriptions but
 OG1073.do not share official positions or heights. The 'Station Description' may
 OG1073.originate from a Canadian 'Station Report' and if so contains information
 OG1073.licensed under the 'Open Government License - Canada'.
 OG1073
 OG1073.The horizontal coordinates were established by classical geodetic methods
 OG1073.and adjusted by the National Geodetic Survey in January 1999.
 OG1073
 OG1073.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG1073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG1073
 OG1073.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG1073
 OG1073.Click photographs - Photos may exist for this station.
 OG1073
 OG1073. The following values were computed from the NAD 83(1996) position.
 OG1073
 OG1073;                    North         East     Units Scale Factor Converg.
 OG1073;UTM  17      - 4,775,871.984   656,797.579   MT  0.99990245   +1 19 03.7
 OG1073
 OG1073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG1073!UTM  17      -   0.99998047  x   0.99990245  =   0.99988292
 OG1073
 OG1073:                Primary Azimuth Mark                     Grid Az
 OG1073:UTM  17      -  POOL SUB IBC 1973                        081 35 46.2
 OG1073
 OG1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5679775871(NAD 83)
 OG1073
 OG1073|---------------------------------------------------------------------|
 OG1073| PID    Reference Object                     Distance      Geod. Az  |
 OG1073|                                                           dddmmss.s |
 OG1073| OG1070 JUNIOR SUB IBC                      APPROX. 0.6 KM 0120824.5 |
 OG1073| OG1000 NF AUTOCAR NORTH END IWC            APPROX. 0.5 KM 0411522.4 |
 OG1073| OG0786 NIAGARA UNIVERSITY CROSS IBC        APPROX. 3.4 KM 0513929.3 |
 OG1073| OG1056 POOL SUB IBC 1973                   APPROX. 0.5 KM 0825449.9 |
 OG1073| CZ9311 DAVID SUB RM 1                       15.651 METERS 16759     |
 OG1073| CZ9312 DAVID SUB RM 2                        7.800 METERS 18057     |
 OG1073| OG1074 DAVID SUB TEMP A PT IBC               6.115 METERS 31345     |
 OG1073|---------------------------------------------------------------------|
 OG1073
 OG1073                          SUPERSEDED SURVEY CONTROL
 OG1073
 OG1073  NAD 83(1986)-  43 07 09.67950(N)    079 04 21.32175(W) AD(       ) 2
 OG1073  NAD 27      -  43 07 09.48152(N)    079 04 22.15768(W) AD(       ) 2
 OG1073  NGVD 29 (07/19/86)  161.1    (m)          529.     (f) VERT ANG       
 OG1073
 OG1073.Superseded values are not recommended for survey control.
 OG1073
 OG1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG1073.See file dsdata.pdf to determine how the superseded data were derived.
 OG1073
 OG1073_MARKER: DD = SURVEY DISK
 OG1073_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OG1073
 OG1073  HISTORY     - Date     Condition        Report By
 OG1073  HISTORY     - 1941     MONUMENTED       IBC
 OG1073  HISTORY     - 1973     GOOD             IBC
 OG1073
 OG1073                          STATION DESCRIPTION
 OG1073
 OG1073'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 OG1073'ON THE CANADIAN SIDE OF THE NIAGARA RIVER ON A ROCK SHELF 100 FEET
 OG1073'ABOVE THE RIVER, AT THE POINT WHERE COLTS CREEK EMPTIES INTO THE
 OG1073'WHIRLPOOL AS A SMALL WATERFALL.  THE STATION IS ABOUT 50 FEET
 OG1073'NORTHWEST OF A CULVERT IN THE CREEK AND ABOUT 300 FEET NORTHEAST OF
 OG1073'THE HIGHWAY WHICH RUNS ALONG THE TOP OF THE CLIFF ABOVE THE RIVER.
 OG1073'IT IS 4 FEET FROM THE EDGE OF THE ROCK SHELF, IN THE MIDDLE OF A
 OG1073'LITTLE - USED PATH ALONG THE GORGE.
 OG1073'
 OG1073'STATION MARK, AN IBC STANDARD BRONZE - DISK STATION MARK SET FLUSH
 OG1073'WITH THE SURFACE OF THE GROUND IN THE TOP OF A CYLINDER OF CONCRETE
 OG1073'10 INCHES IN DIAMETER AND 18 INCHES IN DEPTH.  THE SUBSURFACE MARK
 OG1073'IS A BRASS SCREW SET 18 INCHES UNDERGROUND IN THE TOP OF A CYLINDER
 OG1073'OF CONCRETE 1 FOOT IN DIAMETER AND 1 FOOT IN DEPTH.  THERE ARE TWO
 OG1073'REFERENCES.  NO 1 IS A DRILL HOLE 1 INCH IN DIAMETER AND 1 INCH IN
 OG1073'DEPTH CUT IN THE TOP OF A CONCRETE ABUTMENT AT A POINT 51.35 FEET
 OG1073'SOUTHWEST OF THE STATION.  NO 2 IS A SIMILAR DRILL HOLE IN A FLAT
 OG1073'BLACK ROCK, 3 FEET SQUARE AND FLUSH WITH THE SURFACE OF THE GROUND,
 OG1073'IN THE CENTER OF THE PATH ALONG THE GORGE, AND 25.6 FEET SOUTHWEST
 OG1073'OF THE STATION.
 OG1073
 OG1073                          STATION RECOVERY (1973)
 OG1073
 OG1073'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1973 (CRM)
 OG1073'THE STATION AND REFERENCE 1 WERE RECOVERED AND FOUND IN GOOD
 OG1073'CONDITION.  THE STATION DISK IS TIPPED SLIGHTLY TO THE
 OG1073'NORTH - NORTHWEST.  DUE TO RESTRICTIONS ON CUTTING BRUSH IN THIS
 OG1073'AREA, REFERENCE 1 WAS NOT MEASURED TO OR INTERSECTED.  A NEW
 OG1073'DESCRIPTION FOLLOWS.
 OG1073'
 OG1073'THE STATION IS LOCATED IN THE NORTH PART OF NIAGARA FALLS, ONTARIO,
 OG1073'1/2 MILE NORTHEAST OF THE CANADIAN NATIONAL RAILROAD YARD AND ON A
 OG1073'ROCK SHELF ABOVE THE WHIRLPOOL.
 OG1073'
 OG1073'TO REACH THE STATION FROM THE CUSTOMS HOUSE AT THE WEST END OF THE
 OG1073'WHIRLPOOL RAPIDS BRG, GO NORTH AND NORTHWEST ON RIVER ROAD FOR 0.8
 OG1073'MILE TO THE SOUTH LANDING PORT OF THE WHIRLPOOL AERO CAR ON THE
 OG1073'RIGHT.  CONTINUE NORTHWEST ON RIVER ROAD FOR 0.2 MILE TO THE FIRST
 OG1073'SMALL OVERLOOK ON THE RIGHT AND THE END OF TRUCK TRAVEL.  FROM THE
 OG1073'OVERLOOK, PACK NORTHERLY FOR ABOUT 250 FEET, DOWNGRADE, TO A
 OG1073'SOIL - COVERED ROCK SHELF AT THE TOP OF A HIGH CLIFF AND THE STATION.
 OG1073'THIS IS ABOUT 50 FEET NORTH OF A SMALL WATERFALL.
 OG1073'
 OG1073'THE STATION MARK, UNSTAMPED, IN A 3 - INCH IN DIAMETER BRONZE DISK
 OG1073'SET IN THE TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 9 INCHES IN
 OG1073'DIAMETER AND 4 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 28 FEET
 OG1073'SOUTHEAST OF AN 8 - INCH IN DIAMETER OAK TREE WITH A TRIANGULAR
 OG1073'BLAZE.
 OG1073'
 OG1073'REFERENCE 1 IS A 1 - INCH IN DIAMETER DRILL HOLE IN THE NORTH - WEST
 OG1073'EDGE OF THE CONCRETE ABUTMENT OVER COLTS CREEK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2244 ***********************************************************************
 PG2244  DESIGNATION -  DERRICK
 PG2244  PID         -  PG2244
 PG2244  STATE/COUNTY-  PQ/MEMPHREMAGOG
 PG2244  COUNTRY     -  CANADA
 PG2244  NTS MAPSHEET-  LAC MEMPHREMAGOG (2020)
 PG2244
 PG2244                         *CURRENT SURVEY CONTROL
 PG2244  ______________________________________________________________________
 PG2244* NAD 83(1996) POSITION- 45 03 58.70432(N) 072 08 58.46826(W)   ADJUSTED
 PG2244* NAVD 88 ORTHO HEIGHT -   282.    (meters)      925.    (feet) SCALED
 PG2244  ______________________________________________________________________
 PG2244  GEOID HEIGHT    -        -28.533 (meters)                     EGM08
 PG2244  HORZ ORDER      -  SECOND
 PG2244
 PG2244.The positional and height information provided upon this datasheet are not
 PG2244.officially recognized by the Government of Canada, provincial governments
 PG2244.within Canada, nor are they intended to replace or substitute for them.
 PG2244.The intent of sharing this data is to allow access to positions or heights
 PG2244.recognized by the United States Government. Passive control that is used by
 PG2244.both nations may share the same or similar designations or descriptions but
 PG2244.do not share official positions or heights. The 'Station Description' may
 PG2244.originate from a Canadian 'Station Report' and if so contains information
 PG2244.licensed under the 'Open Government License - Canada'.
 PG2244
 PG2244.The horizontal coordinates were established by classical geodetic methods
 PG2244.and adjusted by the National Geodetic Survey in May 1998.
 PG2244
 PG2244.The orthometric height was scaled from a topographic map.
 PG2244
 PG2244.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2244
 PG2244.Click photographs - Photos may exist for this station.
 PG2244
 PG2244. The following values were computed from the NAD 83(1996) position.
 PG2244
 PG2244;                    North         East     Units Scale Factor Converg.
 PG2244;UTM  18      - 4,994,269.427   724,397.768   MT  1.00021920   +2 01 07.4
 PG2244
 PG2244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2244!UTM  18      -   0.99996028  x   1.00021920  =   1.00017947
 PG2244
 PG2244:                Primary Azimuth Mark                     Grid Az
 PG2244:UTM  18      -  FAIRFAX                                  078 09 06.8
 PG2244
 PG2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYQ2439794269(NAD 83)
 PG2244
 PG2244|---------------------------------------------------------------------|
 PG2244| PID    Reference Object                     Distance      Geod. Az  |
 PG2244|                                                           dddmmss.s |
 PG2244| PG2170 FAIRFAX                             APPROX.11.2 KM 0801014.2 |
 PG2244| PG2242 OATS                                303.303 METERS 09720     |
 PG2244|---------------------------------------------------------------------|
 PG2244
 PG2244                          SUPERSEDED SURVEY CONTROL
 PG2244
 PG2244  NAD 83(1992)-  45 03 58.70282(N)    072 08 58.46760(W) AD(       ) 2
 PG2244  NAD 83(1986)-  45 03 58.71162(N)    072 08 58.46795(W) AD(       ) 2
 PG2244  NAD 27      -  45 03 58.55300(N)    072 09 00.09500(W) AD(       ) 2
 PG2244
 PG2244.Superseded values are not recommended for survey control.
 PG2244
 PG2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2244.See file dsdata.pdf to determine how the superseded data were derived.
 PG2244
 PG2244_MARKER: N = NAIL
 PG2244_SETTING: 0 = UNSPECIFIED SETTING
 PG2244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG2244
 PG2244  HISTORY     - Date     Condition        Report By
 PG2244  HISTORY     - 1917     MONUMENTED       IBC
 PG2244  HISTORY     - 1971     MARK NOT FOUND   IBC
 PG2244
 PG2244                          STATION DESCRIPTION
 PG2244
 PG2244'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (JDC)
 PG2244'IN STANSTEAD TOWNSHIP, IN A HAYFIELD ABOUT 1 MILE WEST OF SMITHS
 PG2244'MILLS, QUEBEC, AND 450 FEET NORTH OF THE BARN ON THE FARM OF J.S.
 PG2244'DERICK.
 PG2244'
 PG2244'STATION MARK--NAIL IN HUB.
 PG2244
 PG2244                          STATION RECOVERY (1971)
 PG2244
 PG2244'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (NP)
 PG2244'STATION WAS NOT RECOVERED IN 1971.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2184 ***********************************************************************
 PG2184  DESIGNATION -  DUFFERIN
 PG2184  PID         -  PG2184
 PG2184  STATE/COUNTY-  PQ/COATICOOK
 PG2184  COUNTRY     -  CANADA
 PG2184  NTS MAPSHEET-  LAC MEMPHREMAGOG (2020)
 PG2184
 PG2184                         *CURRENT SURVEY CONTROL
 PG2184  ______________________________________________________________________
 PG2184* NAD 83(1996) POSITION- 45 03 56.88454(N) 072 03 45.80410(W)   ADJUSTED
 PG2184* NAVD 88 ORTHO HEIGHT -   434.    (meters)     1424.    (feet) SCALED
 PG2184  ______________________________________________________________________
 PG2184  GEOID HEIGHT    -        -28.481 (meters)                     EGM08
 PG2184  HORZ ORDER      -  SECOND
 PG2184
 PG2184.The positional and height information provided upon this datasheet are not
 PG2184.officially recognized by the Government of Canada, provincial governments
 PG2184.within Canada, nor are they intended to replace or substitute for them.
 PG2184.The intent of sharing this data is to allow access to positions or heights
 PG2184.recognized by the United States Government. Passive control that is used by
 PG2184.both nations may share the same or similar designations or descriptions but
 PG2184.do not share official positions or heights. The 'Station Description' may
 PG2184.originate from a Canadian 'Station Report' and if so contains information
 PG2184.licensed under the 'Open Government License - Canada'.
 PG2184
 PG2184.The horizontal coordinates were established by classical geodetic methods
 PG2184.and adjusted by the National Geodetic Survey in May 1998.
 PG2184
 PG2184.The orthometric height was scaled from a topographic map.
 PG2184
 PG2184.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2184
 PG2184.Click photographs - Photos may exist for this station.
 PG2184
 PG2184. The following values were computed from the NAD 83(1996) position.
 PG2184
 PG2184;                    North         East     Units Scale Factor Converg.
 PG2184;UTM  18      - 4,994,457.951   731,237.096   MT  1.00025753   +2 04 49.0
 PG2184;UTM  19      - 4,994,824.349   258,887.124   MT  1.00031490   -2 10 09.1
 PG2184
 PG2184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2184!UTM  18      -   0.99993644  x   1.00025753  =   1.00019396
 PG2184!UTM  19      -   0.99993644  x   1.00031490  =   1.00025132
 PG2184
 PG2184:                Primary Azimuth Mark                     Grid Az
 PG2184:UTM  18      -  FAIRFAX                                  062 50 47.6
 PG2184:UTM  19      -  FAIRFAX                                  067 05 45.7
 PG2184
 PG2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYQ3123794457(NAD 83)
 PG2184
 PG2184|---------------------------------------------------------------------|
 PG2184| PID    Reference Object                     Distance      Geod. Az  |
 PG2184|                                                           dddmmss.s |
 PG2184| PG2170 FAIRFAX                             APPROX. 4.6 KM 0645536.6 |
 PG2184|---------------------------------------------------------------------|
 PG2184
 PG2184                          SUPERSEDED SURVEY CONTROL
 PG2184
 PG2184  NAD 83(1992)-  45 03 56.88306(N)    072 03 45.80347(W) AD(       ) 2
 PG2184  NAD 83(1986)-  45 03 56.89272(N)    072 03 45.80711(W) AD(       ) 2
 PG2184  NAD 27      -  45 03 56.73100(N)    072 03 47.44200(W) AD(       ) 2
 PG2184
 PG2184.Superseded values are not recommended for survey control.
 PG2184
 PG2184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2184.See file dsdata.pdf to determine how the superseded data were derived.
 PG2184
 PG2184_MARKER: DD = SURVEY DISK
 PG2184_SETTING: 66 = SET IN ROCK OUTCROP
 PG2184_MARK LOGO: GSC
 PG2184_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PG2184+STABILITY: POSITION/ELEVATION WELL
 PG2184
 PG2184  HISTORY     - Date     Condition        Report By
 PG2184  HISTORY     - 1917     MONUMENTED       GSC
 PG2184  HISTORY     - 1971     MARK NOT FOUND   IBC
 PG2184
 PG2184                          STATION DESCRIPTION
 PG2184
 PG2184'DESCRIBED BY GEODETIC SURVEY OF CANADA 1917 (JDC)
 PG2184'IN STANSTEAD TOWNSHIP, IN AN OPEN FIELD ABOUT 600 FEET WEST OF THE
 PG2184'FLAGPOLE ON DUFFERIN HEIGHTS, WHICH IS APPROXIMATELY 5 MILES NORTH
 PG2184'OF ROCK ISLAND, QUEBEC.
 PG2184'
 PG2184'STATION MARK--BRONZE DISK OF THE GEODETIC SURVEY OF CANADA SET IN
 PG2184'SOLID ROCK.
 PG2184
 PG2184                          STATION RECOVERY (1971)
 PG2184
 PG2184'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (NP)
 PG2184'STATION WAS NOT RECOVERED IN 1971.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2180 ***********************************************************************
 PG2180  DESIGNATION -  DUFFERIN 2
 PG2180  PID         -  PG2180
 PG2180  STATE/COUNTY-  PQ/COATICOOK
 PG2180  COUNTRY     -  CANADA
 PG2180  NTS MAPSHEET-  LAC MEMPHREMAGOG (2020)
 PG2180
 PG2180                         *CURRENT SURVEY CONTROL
 PG2180  ______________________________________________________________________
 PG2180* NAD 83(1996) POSITION- 45 03 53.12785(N) 072 03 38.22038(W)   ADJUSTED
 PG2180* NAVD 88 ORTHO HEIGHT -   430.    (meters)     1411.    (feet) VERTCON
 PG2180  ______________________________________________________________________
 PG2180  GEOID HEIGHT    -        -28.478 (meters)                     EGM08
 PG2180  HORZ ORDER      -  SECOND
 PG2180
 PG2180.The positional and height information provided upon this datasheet are not
 PG2180.officially recognized by the Government of Canada, provincial governments
 PG2180.within Canada, nor are they intended to replace or substitute for them.
 PG2180.The intent of sharing this data is to allow access to positions or heights
 PG2180.recognized by the United States Government. Passive control that is used by
 PG2180.both nations may share the same or similar designations or descriptions but
 PG2180.do not share official positions or heights. The 'Station Description' may
 PG2180.originate from a Canadian 'Station Report' and if so contains information
 PG2180.licensed under the 'Open Government License - Canada'.
 PG2180
 PG2180.The horizontal coordinates were established by classical geodetic methods
 PG2180.and adjusted by the National Geodetic Survey in May 1998.
 PG2180
 PG2180.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2180
 PG2180.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2180
 PG2180.Click photographs - Photos may exist for this station.
 PG2180
 PG2180. The following values were computed from the NAD 83(1996) position.
 PG2180
 PG2180;                    North         East     Units Scale Factor Converg.
 PG2180;UTM  18      - 4,994,348.054   731,407.151   MT  1.00025850   +2 04 54.2
 PG2180;UTM  19      - 4,994,702.146   259,048.577   MT  1.00031394   -2 10 03.6
 PG2180
 PG2180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2180!UTM  18      -   0.99993707  x   1.00025850  =   1.00019555
 PG2180!UTM  19      -   0.99993707  x   1.00031394  =   1.00025099
 PG2180
 PG2180:                Primary Azimuth Mark                     Grid Az
 PG2180:UTM  18      -  FAIRFAX 2                                060 56 57.2
 PG2180:UTM  19      -  FAIRFAX 2                                065 11 55.0
 PG2180
 PG2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYQ3140794348(NAD 83)
 PG2180
 PG2180|---------------------------------------------------------------------|
 PG2180| PID    Reference Object                     Distance      Geod. Az  |
 PG2180|                                                           dddmmss.s |
 PG2180| PG2171 FAIRFAX 2                           APPROX. 4.5 KM 0630151.4 |
 PG2180|---------------------------------------------------------------------|
 PG2180
 PG2180                          SUPERSEDED SURVEY CONTROL
 PG2180
 PG2180  NAD 83(1992)-  45 03 53.12638(N)    072 03 38.21976(W) AD(       ) 2
 PG2180  NAD 83(1986)-  45 03 53.13513(N)    072 03 38.21998(W) AD(       ) 2
 PG2180  NAD 27      -  45 03 52.97755(N)    072 03 39.87257(W) AD(       ) 2
 PG2180  NGVD 29 (07/19/86)  430.     (m)         1411.     (f) VERT ANG       
 PG2180
 PG2180.Superseded values are not recommended for survey control.
 PG2180
 PG2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2180.See file dsdata.pdf to determine how the superseded data were derived.
 PG2180
 PG2180_MARKER: DD = SURVEY DISK
 PG2180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PG2180_MARK LOGO: IBC
 PG2180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG2180+STABILITY: SURFACE MOTION
 PG2180
 PG2180  HISTORY     - Date     Condition        Report By
 PG2180  HISTORY     - 1971     MONUMENTED       IBC
 PG2180
 PG2180                          STATION DESCRIPTION
 PG2180
 PG2180'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1971 (NP)
 PG2180'AT THE SOUTH SIDE OF THE LOOKOUT ON DUFFERIN HEIGHTS WHICH IS
 PG2180'APPROX. 5 MILES NORTH OF ROCK ISLAND, QUEBEC.  APPROXIMATELY
 PG2180'202 METRES SOUTHEAST OF THE ORIGINAL STATION DUFFERIN 1917.
 PG2180'SEE DESCRIPTION OF DUFFERIN 1917.
 PG2180'
 PG2180'STATION MARK--STANDARD IBC TRIANGULATION TABLET SET IN A
 PG2180'1X1X2-1/2 FOOT DEEP CONCRETE BLOCK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 NC1575 ***********************************************************************
 NC1575  DESIGNATION -  ERIE
 NC1575  PID         -  NC1575
 NC1575  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 NC1575  COUNTRY     -  CANADA
 NC1575  NTS MAPSHEET-  FORT ERIE (2020)
 NC1575
 NC1575                         *CURRENT SURVEY CONTROL
 NC1575  ______________________________________________________________________
 NC1575* NAD 83(1996) POSITION- 42 54 42.60980(N) 078 54 31.43584(W)   ADJUSTED
 NC1575* NAVD 88 ORTHO HEIGHT -   167.    (meters)      548.    (feet) SCALED
 NC1575  ______________________________________________________________________
 NC1575  GEOID HEIGHT    -        -35.898 (meters)                     EGM08
 NC1575  HORZ ORDER      -  THIRD
 NC1575
 NC1575.The positional and height information provided upon this datasheet are not
 NC1575.officially recognized by the Government of Canada, provincial governments
 NC1575.within Canada, nor are they intended to replace or substitute for them.
 NC1575.The intent of sharing this data is to allow access to positions or heights
 NC1575.recognized by the United States Government. Passive control that is used by
 NC1575.both nations may share the same or similar designations or descriptions but
 NC1575.do not share official positions or heights. The 'Station Description' may
 NC1575.originate from a Canadian 'Station Report' and if so contains information
 NC1575.licensed under the 'Open Government License - Canada'.
 NC1575
 NC1575.The horizontal coordinates were established by classical geodetic methods
 NC1575.and adjusted by the National Geodetic Survey in January 1999.
 NC1575
 NC1575.The orthometric height was scaled from a topographic map.
 NC1575
 NC1575.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC1575
 NC1575.Click photographs - Photos may exist for this station.
 NC1575
 NC1575. The following values were computed from the NAD 83(1996) position.
 NC1575
 NC1575;                    North         East     Units Scale Factor Converg.
 NC1575;UTM  17      - 4,753,146.009   670,702.126   MT  0.99995849   +1 25 27.2
 NC1575
 NC1575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1575!UTM  17      -   0.99997947  x   0.99995849  =   0.99993796
 NC1575
 NC1575:                Primary Azimuth Mark                     Grid Az
 NC1575:UTM  17      -  MOLE IBC                                 106 25 06.6
 NC1575
 NC1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7070253146(NAD 83)
 NC1575
 NC1575|---------------------------------------------------------------------|
 NC1575| PID    Reference Object                     Distance      Geod. Az  |
 NC1575|                                                           dddmmss.s |
 NC1575| NC1533 BUFFALO AM STD HEATING AND PLUMBING APPROX. 4.1 KM 0112349.9 |
 NC1575| NC1524 BUFFALO ST ELIZBETHS CATH CH        APPROX. 3.4 KM 0254853.6 |
 NC1575| NC1548 BUFF ASSUMPTION EAST SPIRE          APPROX. 3.4 KM 0293931.6 |
 NC1575| NC1566 MOLE IBC                            APPROX. 0.5 KM 1075033.8 |
 NC1575| NC1578 LITTLE SUB                          421.287 METERS 1873223.9 |
 NC1575| CZ9378 ERIE RM 3                            38.526 METERS 20240     |
 NC1575| CZ9377 ERIE RM 2                            32.034 METERS 30128     |
 NC1575| CZ9376 ERIE RM 1                            52.681 METERS 34746     |
 NC1575|---------------------------------------------------------------------|
 NC1575
 NC1575                          SUPERSEDED SURVEY CONTROL
 NC1575
 NC1575  NAD 83(1986)-  42 54 42.61567(N)    078 54 31.43310(W) AD(       ) 3
 NC1575  NAD 27      -  42 54 42.41200(N)    078 54 32.28900(W) AD(       ) 3
 NC1575
 NC1575.Superseded values are not recommended for survey control.
 NC1575
 NC1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1575.See file dsdata.pdf to determine how the superseded data were derived.
 NC1575
 NC1575_MARKER: DD = SURVEY DISK
 NC1575_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NC1575
 NC1575  HISTORY     - Date     Condition        Report By
 NC1575  HISTORY     - 1941     MONUMENTED       IBC
 NC1575  HISTORY     - 1956     SEE DESCRIPTION  IBC
 NC1575  HISTORY     - 1971     MARK NOT FOUND   IBC
 NC1575
 NC1575                          STATION DESCRIPTION
 NC1575
 NC1575'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 NC1575'IN THE VILLAGE OF FORT ERIE, ONTARIO, EAST AND ABOUT OPPOSITE THE
 NC1575'ENTRANCE OF FORSYTHE STREET INTO NIAGARA BOULEVARD.  THE STATION IS
 NC1575'IN THE FILLED LAND BETWEEN THE WEST SHORE OF THE NIAGARA RIVER AND
 NC1575'THE NORTH - AND - SOUTH ALLEY IN THE REAR OF THE BUILDINGS FACING ON
 NC1575'NIAGARA BOULEVARD, IT IS ABOUT 33 FEET FROM THE EDGE OF THE RIVER, 20
 NC1575'FEET FROM THE ROADBED OF THE ALLEY, AND ABOUT 165 FEET SOUTH OF THE
 NC1575'OLD FERRY DOCK.
 NC1575'
 NC1575'STATION MARK, AN IBC STANDARD BRONZE - DISK STATION MARK SET NEARLY
 NC1575'FLUSH WITH THE SURFACE OF THE GROUND IN THE TOP OF A CYLINDER OF
 NC1575'CONCRETE 8 INCHES IN DIAMETER AND 18 INCHES IN DEPTH.  THE
 NC1575'SUBSURFACE MARK IS A BRONZE WEDGE, WITH ITS THIN EDGE UP AND MARKED
 NC1575'WITH A CUT ACROSS ITS CENTER, SET IN THE TOP OF A SIMILAR CYLINDER
 NC1575'OF CONCRETE 18 INCHES UNDERGROUND.  THERE ARE THREE REFERENCES.
 NC1575'REFERENCE NO 1 IS THE SOUTHEAST CORNER OF THE CONCRETE BUILDING USED
 NC1575'AS A CUSTOMS OFFICE.  REFERENCE NO 2 IS THE SOUTHEAST CORNER OF THE
 NC1575'SOUTHERN PART OF THE FIRST BUILDING NORTH OF THE EAST - AND - WEST
 NC1575'ALLEY CONNECTING THE NORTH - AND - SOUTH ALLEY WITH NIAGARA BOULEVARD.
 NC1575'REFERENCE NO 3 IS THE NORTHEAST CORNER OF THE BASE OF THE CONCRETE
 NC1575'BLOCK BUILDING STANDING THE FIFTH SOUTH OF THE EAST - AND - WEST
 NC1575'ALLEY.
 NC1575
 NC1575                          STATION RECOVERY (1956)
 NC1575
 NC1575'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956 (NWS)
 NC1575'THREE REFERENCES RECOVERED OK.  STATION PROBABLY LOST DUE TO EROSION.
 NC1575
 NC1575                          STATION RECOVERY (1971)
 NC1575
 NC1575'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 NC1575'STATION SEARCHED FOR BUT NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 SF1036 ***********************************************************************
 SF1036  DESIGNATION -  ESTCOURT GSC
 SF1036  PID         -  SF1036
 SF1036  STATE/COUNTY-  PQ/TEMISCOUATA
 SF1036  COUNTRY     -  CANADA
 SF1036  NTS MAPSHEET-  ESTCOURT (2020)
 SF1036
 SF1036                         *CURRENT SURVEY CONTROL
 SF1036  ______________________________________________________________________
 SF1036* NAD 83(1996) POSITION- 47 29 14.09525(N) 069 14 31.31242(W)   ADJUSTED
 SF1036* NAVD 88 ORTHO HEIGHT -   487.    (meters)     1598.    (feet) SCALED
 SF1036  ______________________________________________________________________
 SF1036  GEOID HEIGHT    -        -26.324 (meters)                     EGM08
 SF1036  HORZ ORDER      -  SECOND
 SF1036
 SF1036.The positional and height information provided upon this datasheet are not
 SF1036.officially recognized by the Government of Canada, provincial governments
 SF1036.within Canada, nor are they intended to replace or substitute for them.
 SF1036.The intent of sharing this data is to allow access to positions or heights
 SF1036.recognized by the United States Government. Passive control that is used by
 SF1036.both nations may share the same or similar designations or descriptions but
 SF1036.do not share official positions or heights. The 'Station Description' may
 SF1036.originate from a Canadian 'Station Report' and if so contains information
 SF1036.licensed under the 'Open Government License - Canada'.
 SF1036
 SF1036.The horizontal coordinates were established by classical geodetic methods
 SF1036.and adjusted by the National Geodetic Survey in March 1998.
 SF1036
 SF1036.The orthometric height was scaled from a topographic map.
 SF1036
 SF1036.Significant digits in the geoid height do not necessarily reflect accuracy.
 SF1036
 SF1036.Click photographs - Photos may exist for this station.
 SF1036
 SF1036. The following values were computed from the NAD 83(1996) position.
 SF1036
 SF1036;                    North         East     Units Scale Factor Converg.
 SF1036;UTM  19      - 5,259,340.989   481,767.390   MT  0.99960409   -0 10 42.3
 SF1036
 SF1036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1036!UTM  19      -   0.99992782  x   0.99960409  =   0.99953194
 SF1036
 SF1036:                Primary Azimuth Mark                     Grid Az
 SF1036:UTM  19      -  BLUE RIVER GSC 1915                      115 27 16.1
 SF1036
 SF1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN8176759340(NAD 83)
 SF1036
 SF1036|---------------------------------------------------------------------|
 SF1036| PID    Reference Object                     Distance      Geod. Az  |
 SF1036|                                                           dddmmss.s |
 SF1036| SF0765 BLUE RIVER GSC 1915                 APPROX.17.6 KM 1151633.8 |
 SF1036|---------------------------------------------------------------------|
 SF1036
 SF1036                          SUPERSEDED SURVEY CONTROL
 SF1036
 SF1036  NAD 83(1992)-  47 29 14.07383(N)    069 14 31.31538(W) AD(       ) 2
 SF1036  NAD 83(1986)-  47 29 14.07904(N)    069 14 31.31139(W) AD(       ) 2
 SF1036  NAD 27      -  47 29 14.00000(N)    069 14 33.17200(W) AD(       ) 2
 SF1036
 SF1036.Superseded values are not recommended for survey control.
 SF1036
 SF1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1036.See file dsdata.pdf to determine how the superseded data were derived.
 SF1036
 SF1036_MARKER: B = BOLT
 SF1036_SETTING: 66 = SET IN ROCK OUTCROP
 SF1036_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SF1036+STABILITY: POSITION/ELEVATION WELL
 SF1036
 SF1036  HISTORY     - Date     Condition        Report By
 SF1036  HISTORY     - 1915     MONUMENTED       GSC
 SF1036
 SF1036                          STATION DESCRIPTION
 SF1036
 SF1036'DESCRIBED BY GEODETIC SURVEY OF CANADA 1915 (JLR)
 SF1036'IN ESTCOURT TOWNSHIP, NEAR THE LINE BETWEEN RANGES 1 AND 2, PROBABLY
 SF1036'ON LOT 4, RANGE 1.  IT IS ON THE SOUTHWEST SLOPE BACK FROM THE TOP OF
 SF1036'THE FIRST HILL OF A RANGE RUNNING NORTHEAST FROM LAKE POHENAGAMOOK,
 SF1036'ABOUT ONE - HALF MILE BACK OF THE STEEP PART, IN A HEAVY TANGLE OF
 SF1036'BURNED - OVER SPRUCE AND BIRCH.  THE CHURCH AT ST ELEUTHERE IS ABOUT
 SF1036'2 MILES DISTANT, N 87 DEG 28 MIN W, FROM THE STATION.
 SF1036'
 SF1036'STATION MARK--STANDARD COPPER BOLT OF THE GEODETIC SURVEY OF CANADA
 SF1036'SET IN BEDROCK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2170 ***********************************************************************
 PG2170  DESIGNATION -  FAIRFAX
 PG2170  PID         -  PG2170
 PG2170  STATE/COUNTY-  PQ/COATICOOK
 PG2170  COUNTRY     -  CANADA
 PG2170  NTS MAPSHEET-  LAC MEMPHREMAGOG (2020)
 PG2170
 PG2170                         *CURRENT SURVEY CONTROL
 PG2170  ______________________________________________________________________
 PG2170* NAD 83(1996) POSITION- 45 05 00.25817(N) 072 00 34.47317(W)   ADJUSTED
 PG2170* NAVD 88 ORTHO HEIGHT -   445.    (meters)     1460.    (feet) SCALED
 PG2170  ______________________________________________________________________
 PG2170  GEOID HEIGHT    -        -28.428 (meters)                     EGM08
 PG2170  HORZ ORDER      -  SECOND
 PG2170
 PG2170.The positional and height information provided upon this datasheet are not
 PG2170.officially recognized by the Government of Canada, provincial governments
 PG2170.within Canada, nor are they intended to replace or substitute for them.
 PG2170.The intent of sharing this data is to allow access to positions or heights
 PG2170.recognized by the United States Government. Passive control that is used by
 PG2170.both nations may share the same or similar designations or descriptions but
 PG2170.do not share official positions or heights. The 'Station Description' may
 PG2170.originate from a Canadian 'Station Report' and if so contains information
 PG2170.licensed under the 'Open Government License - Canada'.
 PG2170
 PG2170.The horizontal coordinates were established by classical geodetic methods
 PG2170.and adjusted by the National Geodetic Survey in May 1998.
 PG2170
 PG2170.The orthometric height was scaled from a topographic map.
 PG2170
 PG2170.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2170
 PG2170.Click photographs - Photos may exist for this station.
 PG2170
 PG2170. The following values were computed from the NAD 83(1996) position.
 PG2170
 PG2170;                    North         East     Units Scale Factor Converg.
 PG2170;UTM  18      - 4,996,566.886   735,348.794   MT  1.00028112   +2 07 06.9
 PG2170;UTM  19      - 4,996,622.823   263,143.950   MT  1.00028987   -2 07 55.8
 PG2170
 PG2170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2170!UTM  18      -   0.99993471  x   1.00028112  =   1.00021581
 PG2170!UTM  19      -   0.99993471  x   1.00028987  =   1.00022456
 PG2170
 PG2170:                Primary Azimuth Mark                     Grid Az
 PG2170:UTM  18      -  BROWN                                    089 41 29.5
 PG2170:UTM  19      -  BROWN                                    093 56 32.2
 PG2170
 PG2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYQ3534896566(NAD 83)
 PG2170
 PG2170|---------------------------------------------------------------------|
 PG2170| PID    Reference Object                     Distance      Geod. Az  |
 PG2170|                                                           dddmmss.s |
 PG2170| QH0668 BROWN                               APPROX.25.1 KM 0914836.4 |
 PG2170|---------------------------------------------------------------------|
 PG2170
 PG2170                          SUPERSEDED SURVEY CONTROL
 PG2170
 PG2170  NAD 83(1992)-  45 05 00.25671(N)    072 00 34.47259(W) AD(       ) 2
 PG2170  NAD 83(1986)-  45 05 00.26693(N)    072 00 34.47516(W) AD(       ) 2
 PG2170  NAD 27      -  45 05 00.10400(N)    072 00 36.11500(W) AD(       ) 2
 PG2170
 PG2170.Superseded values are not recommended for survey control.
 PG2170
 PG2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2170.See file dsdata.pdf to determine how the superseded data were derived.
 PG2170
 PG2170_MARKER: DD = SURVEY DISK
 PG2170_SETTING: 66 = SET IN ROCK OUTCROP
 PG2170_MARK LOGO: GSC
 PG2170_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PG2170+STABILITY: POSITION/ELEVATION WELL
 PG2170
 PG2170  HISTORY     - Date     Condition        Report By
 PG2170  HISTORY     - 1917     MONUMENTED       IBC
 PG2170  HISTORY     - 1971     MARK NOT FOUND   IBC
 PG2170
 PG2170                          STATION DESCRIPTION
 PG2170
 PG2170'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (JDC)
 PG2170'IN STANSTEAD TOWNSHIP, ON THE SUMMIT OF A BALD HILL ABOUT 3 MILES
 PG2170'SOUTHWEST OF WAYS MILLS, QUEBEC.  THE HILL IS LOCALLY KNOWN AS
 PG2170'FAIRFAX HEIGHTS.  THE STATION IS JUST WEST OF H. GOULD FARMHOUSE
 PG2170'AND NORTH OF THE FARMHOUSE OF WILFRID SENECAL.  A 30-FOOT TRIPOD
 PG2170'AND SCAFFOLD WERE ERECTED HERE.
 PG2170'
 PG2170'STATION MARK--BRONZE DISK OF THE GEODETIC SURVEY OF CANADA SET IN
 PG2170'SOLID ROCK.
 PG2170
 PG2170                          STATION RECOVERY (1971)
 PG2170
 PG2170'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (NP)
 PG2170'STATION WAS NOT RECOVERED IN 1971.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2171 ***********************************************************************
 PG2171  DESIGNATION -  FAIRFAX 2
 PG2171  PID         -  PG2171
 PG2171  STATE/COUNTY-  PQ/COATICOOK
 PG2171  COUNTRY     -  CANADA
 PG2171  NTS MAPSHEET-  LAC MEMPHREMAGOG (2020)
 PG2171
 PG2171                         *CURRENT SURVEY CONTROL
 PG2171  ______________________________________________________________________
 PG2171* NAD 83(1996) POSITION- 45 04 59.31553(N) 072 00 34.50337(W)   ADJUSTED
 PG2171* NAVD 88 ORTHO HEIGHT -   441.    (meters)     1447.    (feet) VERTCON
 PG2171  ______________________________________________________________________
 PG2171  GEOID HEIGHT    -        -28.428 (meters)                     EGM08
 PG2171  HORZ ORDER      -  SECOND
 PG2171
 PG2171.The positional and height information provided upon this datasheet are not
 PG2171.officially recognized by the Government of Canada, provincial governments
 PG2171.within Canada, nor are they intended to replace or substitute for them.
 PG2171.The intent of sharing this data is to allow access to positions or heights
 PG2171.recognized by the United States Government. Passive control that is used by
 PG2171.both nations may share the same or similar designations or descriptions but
 PG2171.do not share official positions or heights. The 'Station Description' may
 PG2171.originate from a Canadian 'Station Report' and if so contains information
 PG2171.licensed under the 'Open Government License - Canada'.
 PG2171
 PG2171.The horizontal coordinates were established by classical geodetic methods
 PG2171.and adjusted by the National Geodetic Survey in May 1998.
 PG2171
 PG2171.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2171
 PG2171.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2171
 PG2171.Click photographs - Photos may exist for this station.
 PG2171
 PG2171. The following values were computed from the NAD 83(1996) position.
 PG2171
 PG2171;                    North         East     Units Scale Factor Converg.
 PG2171;UTM  18      - 4,996,537.774   735,349.210   MT  1.00028112   +2 07 06.9
 PG2171;UTM  19      - 4,996,593.760   263,142.207   MT  1.00028988   -2 07 55.8
 PG2171
 PG2171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2171!UTM  18      -   0.99993534  x   1.00028112  =   1.00021644
 PG2171!UTM  19      -   0.99993534  x   1.00028988  =   1.00022520
 PG2171
 PG2171:                Primary Azimuth Mark                     Grid Az
 PG2171:UTM  18      -  DUFFERIN 2                               240 56 54.6
 PG2171:UTM  19      -  DUFFERIN 2                               245 11 57.3
 PG2171
 PG2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYQ3534996537(NAD 83)
 PG2171
 PG2171|---------------------------------------------------------------------|
 PG2171| PID    Reference Object                     Distance      Geod. Az  |
 PG2171|                                                           dddmmss.s |
 PG2171| PG2180 DUFFERIN 2                          APPROX. 4.5 KM 2430401.5 |
 PG2171|---------------------------------------------------------------------|
 PG2171
 PG2171                          SUPERSEDED SURVEY CONTROL
 PG2171
 PG2171  NAD 83(1992)-  45 04 59.31408(N)    072 00 34.50278(W) AD(       ) 2
 PG2171  NAD 83(1986)-  45 04 59.32307(N)    072 00 34.50251(W) AD(       ) 2
 PG2171  NAD 27      -  45 04 59.16507(N)    072 00 36.16596(W) AD(       ) 2
 PG2171  NGVD 29 (07/19/86)  441.     (m)         1447.     (f) VERT ANG       
 PG2171
 PG2171.Superseded values are not recommended for survey control.
 PG2171
 PG2171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2171.See file dsdata.pdf to determine how the superseded data were derived.
 PG2171
 PG2171_MARKER: DD = SURVEY DISK
 PG2171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PG2171_MARK LOGO: IBC
 PG2171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG2171+STABILITY: SURFACE MOTION
 PG2171
 PG2171  HISTORY     - Date     Condition        Report By
 PG2171  HISTORY     - 1971     MONUMENTED       IBC
 PG2171
 PG2171                          STATION DESCRIPTION
 PG2171
 PG2171'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1971 (NP)
 PG2171'APPROXIMATELY 29 METRES SOUTH OF THE ORIGINAL STATION FAIRFAX 1917.
 PG2171'SEE DESCRIPTION FOR FAIRFAX 1917.
 PG2171'
 PG2171'STATION MARK--STANDARD IBC TRIANGULATION TABLET SET IN A
 PG2171'1X1X2-1/2 FOOT DEEP CONCRETE BLOCK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 OG0821 ***********************************************************************
 OG0821  DESIGNATION -  GEORGE SUB IBC
 OG0821  PID         -  OG0821
 OG0821  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 OG0821  COUNTRY     -  CANADA
 OG0821  NTS MAPSHEET-  NIAGARA (2020)
 OG0821
 OG0821                         *CURRENT SURVEY CONTROL
 OG0821  ______________________________________________________________________
 OG0821* NAD 83(1996) POSITION- 43 14 57.28433(N) 079 03 30.46064(W)   ADJUSTED
 OG0821* NAVD 88 ORTHO HEIGHT -    76.    (meters)      249.    (feet) SCALED
 OG0821  ______________________________________________________________________
 OG0821  GEOID HEIGHT    -        -36.780 (meters)                     EGM08
 OG0821  HORZ ORDER      -  THIRD
 OG0821
 OG0821.The positional and height information provided upon this datasheet are not
 OG0821.officially recognized by the Government of Canada, provincial governments
 OG0821.within Canada, nor are they intended to replace or substitute for them.
 OG0821.The intent of sharing this data is to allow access to positions or heights
 OG0821.recognized by the United States Government. Passive control that is used by
 OG0821.both nations may share the same or similar designations or descriptions but
 OG0821.do not share official positions or heights. The 'Station Description' may
 OG0821.originate from a Canadian 'Station Report' and if so contains information
 OG0821.licensed under the 'Open Government License - Canada'.
 OG0821
 OG0821.The horizontal coordinates were established by classical geodetic methods
 OG0821.and adjusted by the National Geodetic Survey in January 1999.
 OG0821
 OG0821.The orthometric height was scaled from a topographic map.
 OG0821
 OG0821.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0821
 OG0821.Click photographs - Photos may exist for this station.
 OG0821
 OG0821. The following values were computed from the NAD 83(1996) position.
 OG0821
 OG0821;                    North         East     Units Scale Factor Converg.
 OG0821;UTM  17      - 4,790,323.788   657,612.354   MT  0.99990559   +1 19 50.0
 OG0821
 OG0821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0821!UTM  17      -   0.99999388  x   0.99990559  =   0.99989947
 OG0821
 OG0821:                Primary Azimuth Mark                     Grid Az
 OG0821:UTM  17      -  QUARTERS SUB                             006 26 16.2
 OG0821
 OG0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5761290323(NAD 83)
 OG0821
 OG0821|---------------------------------------------------------------------|
 OG0821| PID    Reference Object                     Distance      Geod. Az  |
 OG0821|                                                           dddmmss.s |
 OG0821| OG0763 QUARTERS SUB                        APPROX. 1.2 KM 0074606.2 |
 OG0821| OG0758 YOUNGSTOWN WATER TANK IBC           APPROX. 0.8 KM 0773650.4 |
 OG0821| OG0891 OAK IBC                             415.554 METERS 1813425.4 |
 OG0821| OG0822 OAK SUB IBC                         APPROX. 0.6 KM 1822110.6 |
 OG0821| OG0767 REF MON 1 41 IWC                    256.799 METERS 35609     |
 OG0821| OG0769 FT NIAGARA TANK IBC                 APPROX. 1.4 KM 3563251.3 |
 OG0821|---------------------------------------------------------------------|
 OG0821
 OG0821                          SUPERSEDED SURVEY CONTROL
 OG0821
 OG0821  NAD 83(1986)-  43 14 57.28913(N)    079 03 30.46148(W) AD(       ) 3
 OG0821  NAD 27      -  43 14 57.06700(N)    079 03 31.31400(W) AD(       ) 3
 OG0821
 OG0821.Superseded values are not recommended for survey control.
 OG0821
 OG0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0821.See file dsdata.pdf to determine how the superseded data were derived.
 OG0821
 OG0821_MARKER: DD = SURVEY DISK
 OG0821_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OG0821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0821
 OG0821  HISTORY     - Date     Condition        Report By
 OG0821  HISTORY     - 1941     MONUMENTED       IBC
 OG0821  HISTORY     - 1971     GOOD             IBC
 OG0821
 OG0821                          STATION DESCRIPTION
 OG0821
 OG0821'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 OG0821'ON THE CANADIAN SIDE OF THE NIAGARA RIVER JUST EAST OF THE SOUTH END
 OG0821'OF FORT GEORGE, NIAGARA - ON - THE - LAKE.  THE STATION LIES IN THE
 OG0821'LEVEL GRADED AREA ALONG THE EAST SIDE OF THE HIGHWAY BETWEEN THE
 OG0821'HIGHWAY AND THE RIVER AND 8.43 FEET FROM THE EAST CURB OF THE
 OG0821'HIGHWAY.
 OG0821'
 OG0821'STATION MARK, AN IBC STANDARD BRONZE - DISK STATION MARK SET FLUSH
 OG0821'WITH THE SURFACE OF THE GROUND IN THE TOP OF A CYLINDER OF CONCRETE
 OG0821'6 INCHES IN DIAMETER AND 20 INCHES IN DEPTH.  THE SUBSURFACE MARK IS
 OG0821'A BRONZE PLUG SET 20 INCHES IN DEPTH.  THE SUBSURFACE MARK IS A
 OG0821'BRONZE PLUG SET 20 INCHES BELOW THE SURFACE OF THE GROUND IN THE TOP
 OG0821'OF A CYLINDER OF CONCRETE 8 INCHES IN DIAMETER AND 1 FOOT IN DEPTH.
 OG0821'THERE ARE TWO REFERENCES.  NO 1 IS A DRILL HOLE 3/4 INCH IN DIAMETER
 OG0821'AND 1-1/2 INCHES IN DEPTH AND IS SITUATED 37.9 FEET NORTHWEST OF THE
 OG0821'STATION IN THE STONE CURB OF THE HIGHWAY.  NO 2 IS A SIMILAR DRILL
 OG0821'HOLE 3/4 INCH IN DIAMETER AND 1 INCH IN DEPTH AND IS SITUATED 21.12
 OG0821'FEET SOUTHWEST OF THE STATION IN THE STONE CURB OF THE HIGHWAY.
 OG0821
 OG0821                          STATION RECOVERY (1971)
 OG0821
 OG0821'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 OG0821'THE STATION AND REFERENCE WERE RECOVERED AS DESCRIBED AND FOUND IN
 OG0821'GOOD CONDITION.  A STEEL, WITNESS POST WITH METAL SIGN ATTACHED WAS
 OG0821'SET 32 FEET EAST OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 OG1177 ***********************************************************************
 OG1177  DESIGNATION -  GRIMSBY GSC
 OG1177  PID         -  OG1177
 OG1177  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 OG1177  COUNTRY     -  CANADA
 OG1177  NTS MAPSHEET-  STONEY CREEK (2020)
 OG1177
 OG1177                         *CURRENT SURVEY CONTROL
 OG1177  ______________________________________________________________________
 OG1177* NAD 83(1986) POSITION- 43 11 26.     (N) 079 34 04.     (W)   SCALED
 OG1177* NAVD 88 ORTHO HEIGHT -   194.15  (+/-2cm)      637.0   (feet) VERTCON
 OG1177  ______________________________________________________________________
 OG1177  GEOID HEIGHT    -        -36.772 (meters)                     EGM08
 OG1177  VERT ORDER      -  THIRD ? (See Below)
 OG1177
 OG1177.The positional and height information provided upon this datasheet are not
 OG1177.officially recognized by the Government of Canada, provincial governments
 OG1177.within Canada, nor are they intended to replace or substitute for them.
 OG1177.The intent of sharing this data is to allow access to positions or heights
 OG1177.recognized by the United States Government. Passive control that is used by
 OG1177.both nations may share the same or similar designations or descriptions but
 OG1177.do not share official positions or heights. The 'Station Description' may
 OG1177.originate from a Canadian 'Station Report' and if so contains information
 OG1177.licensed under the 'Open Government License - Canada'.
 OG1177
 OG1177.The horizontal coordinates were scaled from a map and have
 OG1177.an estimated accuracy of +/- 6 seconds.
 OG1177
 OG1177.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG1177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG1177
 OG1177.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG1177
 OG1177.The vertical order pertains to the NGVD 29 superseded value.
 OG1177
 OG1177.Click photographs - Photos may exist for this station.
 OG1177
 OG1177
 OG1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH163829(NAD 83)
 OG1177
 OG1177                          SUPERSEDED SURVEY CONTROL
 OG1177
 OG1177  NAD 27      -  43 11 26.08118(N)    079 34 04.98539(W) AD(       ) 1
 OG1177  NGVD 29 (07/19/86)  194.31   (m)          637.5    (f) LEVELING    3  
 OG1177
 OG1177.Superseded values are not recommended for survey control.
 OG1177
 OG1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG1177.See file dsdata.pdf to determine how the superseded data were derived.
 OG1177
 OG1177_MARKER: B = BOLT
 OG1177_SETTING: 66 = SET IN ROCK OUTCROP
 OG1177_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OG1177+STABILITY: POSITION/ELEVATION WELL
 OG1177
 OG1177  HISTORY     - Date     Condition        Report By
 OG1177  HISTORY     - 1909     MONUMENTED       GSC
 OG1177  HISTORY     - 1941     SEE DESCRIPTION  IBC
 OG1177  HISTORY     - 1971     GOOD             IBC
 OG1177
 OG1177                          STATION DESCRIPTION
 OG1177
 OG1177'DESCRIBED BY GEODETIC SURVEY OF CANADA 1909
 OG1177'ABOUT 1 MILE SOUTH OF VILLAGE OF GRIMSBY ON THE CANADIAN NATL RWY,
 OG1177'ON A HIGH BLUFF ON LOT 11, CONCESSION II, ON THE WEST SIDE OF A DEEP
 OG1177'RAVINE THAT ASCENDS SOUTHERLY FROM GRIMSBY VILLAGE.  THE STATION IS
 OG1177'70 PACES WEST OF THE BRINK OF THE RAVINE AND 7 PACES FROM THE NORTH
 OG1177'EDGE OF THE ESCARPMENT.
 OG1177'
 OG1177'STATION MARK, A COPPER BOLT STAMPED---G.S.C. 1912---SET IN THE
 OG1177'BEDROCK.
 OG1177
 OG1177                          STATION RECOVERY (1941)
 OG1177
 OG1177'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 OG1177'THE STATION WAS RECOVERED IN 1941 AND THE MARKS WERE RENEWED.  THE
 OG1177'REVISED DESCRIPTION OF THE MARKS IS GIVEN.
 OG1177'
 OG1177'STATION MARK, A COPPER BOLT STAMPED---G.S.C. 1912---SET IN THE
 OG1177'BEDROCK (THE ORIGINAL MARK, SAID TO HAVE BEEN LEADED IN, BUT NO LEAD
 OG1177'SHOWS AROUND IT).  THE ORIGINAL MARK WAS COVERED WITH A 2 - INCH
 OG1177'METAL BOTTLE TOP AND A CONCRETE BLOCK 2 BY 2 FEET AND 8 INCHES HIGH
 OG1177'WAS PLACED OVER IT.  THE STATION WAS SURFACED MARKED WITH A
 OG1177'GEODETIC SERVICE OF CANADA STANDARD BRONZE - DISK STATION MARK SET
 OG1177'IN THE TOP OF THE CONCRETE BLOCK.  THERE ARE THREE REFERENCES.
 OG1177'REFERENCE NO 1 (ORIGINAL MARK) IS A COPPER BOLT LEADED INTO A HOLE
 OG1177'IN THE BEDROCK.  REFERENCE NO 2 IS A LIKE ORIGINAL MARK SET IN A
 OG1177'SIMILAR MANNER.  ORIGINAL REFERENCE NO 3 HAS BEEN DESTROYED.  IT WAS
 OG1177'REPLACED BY A 3/4 - INCH DRILL HOLE 1 INCH IN DEPTH IN BARE BEDROCK
 OG1177'5 FEET FROM THE EDGE OF THE CLIFF.  THE AZIMUTHS AND DISTANCES TO THE
 OG1177'REFERENCES ARE--
 OG1177
 OG1177                          STATION RECOVERY (1971)
 OG1177
 OG1177'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 OG1177'THE STATION AND REFERENCES WERE RECOVERED AND FOUND IN GOOD
 OG1177'CONDITION.  A NEW DESCRIPTION FOLLOWS--
 OG1177'
 OG1177'THE STATION IS LOCATED ABOUT 1 MILE SOUTHWEST OF THE VILLAGE OF
 OG1177'GRIMSBY, ON A HIGH BLUFF ON LOT 11, CONCESSION II AND ON THE WEST
 OG1177'SIDE OF A DEEP RAVINE THAT ASCENDS SOUTHERLY FROM THE VILLAGE OF
 OG1177'GRIMSBY.  THE STATION IS 70 PACES WEST OF THE BRINK OF THE RAVINE
 OG1177'AND 7 PACES FROM THE NORTH EDGE OF THE ESCARPMENT.
 OG1177'
 OG1177'TO REACH FROM BROCKS MONUMENT IN NIAGARA FALLS, ONTARIO, TAKE QUEENS
 OG1177'HIGHWAY TOWARDS TORONTO FOR APPROXIMATELY 25 MILES.  TAKE THE
 OG1177'GRIMSBY EXIT AND GO TO MOUNTAIN STREET, WHICH IS THE FIRST STREET WEST
 OG1177'OF THE TRAFFIC LIGHT.  GO TO THE TOP OF THE HILL AND TAKE THE FIRST
 OG1177'RIGHT.  THE ROAD GOES AROUND A DEEP RAVINE, THEN TAKE THE FIRST RIGHT
 OG1177'HAND ROAD WHICH IS QUARRY ROAD.  FOLLOW QUARRY ROAD TO THE QUARRY AND
 OG1177'THE END OF TRUCK TRAVEL.  PACK NORTHEAST FOR ABOUT 500 FEET TO THE
 OG1177'HIGH BLUFF AND THE STATION OVERLOOKING THE VILLAGE OF GRIMSBY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2577 ***********************************************************************
 PG2577  DESIGNATION -  HAVELOCK
 PG2577  PID         -  PG2577
 PG2577  STATE/COUNTY-  PQ/LE HAUT SAINT LAURENT
 PG2577  COUNTRY     -  CANADA
 PG2577  NTS MAPSHEET-  SAINT-CHRYSOSTOME (2020)
 PG2577
 PG2577                         *CURRENT SURVEY CONTROL
 PG2577  ______________________________________________________________________
 PG2577* NAD 83(1996) POSITION- 45 00 54.23725(N) 073 48 50.79356(W)   ADJUSTED
 PG2577* NAVD 88 ORTHO HEIGHT -   323.    (meters)     1060.    (feet) SCALED
 PG2577  ______________________________________________________________________
 PG2577  GEOID HEIGHT    -        -29.862 (meters)                     EGM08
 PG2577  HORZ ORDER      -  SECOND
 PG2577
 PG2577.The positional and height information provided upon this datasheet are not
 PG2577.officially recognized by the Government of Canada, provincial governments
 PG2577.within Canada, nor are they intended to replace or substitute for them.
 PG2577.The intent of sharing this data is to allow access to positions or heights
 PG2577.recognized by the United States Government. Passive control that is used by
 PG2577.both nations may share the same or similar designations or descriptions but
 PG2577.do not share official positions or heights. The 'Station Description' may
 PG2577.originate from a Canadian 'Station Report' and if so contains information
 PG2577.licensed under the 'Open Government License - Canada'.
 PG2577
 PG2577.The horizontal coordinates were established by classical geodetic methods
 PG2577.and adjusted by the National Geodetic Survey in January 1999.
 PG2577
 PG2577.The orthometric height was scaled from a topographic map.
 PG2577
 PG2577.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2577
 PG2577.Click photographs - Photos may exist for this station.
 PG2577
 PG2577. The following values were computed from the NAD 83(1996) position.
 PG2577
 PG2577;                    North         East     Units Scale Factor Converg.
 PG2577;UTM  18      - 4,985,308.045   593,441.835   MT  0.99970736   +0 50 19.8
 PG2577
 PG2577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2577!UTM  18      -   0.99995406  x   0.99970736  =   0.99966143
 PG2577
 PG2577:                Primary Azimuth Mark                     Grid Az
 PG2577:UTM  18      -  COVEY HILL                               076 29 37.5
 PG2577
 PG2577_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ9344185308(NAD 83)
 PG2577
 PG2577|---------------------------------------------------------------------|
 PG2577| PID    Reference Object                     Distance      Geod. Az  |
 PG2577|                                                           dddmmss.s |
 PG2577| PG2571 COVEY HILL                          APPROX. 1.5 KM 0771957.3 |
 PG2577|---------------------------------------------------------------------|
 PG2577
 PG2577                          SUPERSEDED SURVEY CONTROL
 PG2577
 PG2577  NAD 83(1996)-  45 00 54.23675(N)    073 48 50.79514(W) AD(       ) 2
 PG2577  NAD 83(1992)-  45 00 54.23667(N)    073 48 50.79455(W) AD(       ) 2
 PG2577  NAD 83(1986)-  45 00 54.23875(N)    073 48 50.79437(W) AD(       ) 2
 PG2577  NAD 27      -  45 00 54.08800(N)    073 48 52.23900(W) AD(       ) 2
 PG2577
 PG2577.Superseded values are not recommended for survey control.
 PG2577
 PG2577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2577.See file dsdata.pdf to determine how the superseded data were derived.
 PG2577
 PG2577_MARKER: DD = SURVEY DISK
 PG2577_SETTING: 0 = UNSPECIFIED SETTING
 PG2577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG2577
 PG2577  HISTORY     - Date     Condition        Report By
 PG2577  HISTORY     - 1917     MONUMENTED       IBC
 PG2577  HISTORY     - 1973     MARK NOT FOUND   IBC
 PG2577
 PG2577                          STATION DESCRIPTION
 PG2577
 PG2577'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (JDC)
 PG2577'IN HAVELOCK TOWNSHIP, LOT 37A, RANGE 1, ABOUT 3/4 MILE WEST OF
 PG2577'COVEY HILL TRIANGULATION STATION, ON THE PROPERTY OF JOS CHARLOIS,
 PG2577'IN THE THIRD FIELD SOUTH OF THE EAST-AND-WEST ROAD OVER COVEY HILL.
 PG2577'IT IS ON A PILE OF ROCKS CLEARED FROM THE FIELD.  A 35-FOOT TRIPOD
 PG2577'AND SCAFFOLD WERE ERECTED HERE.
 PG2577'
 PG2577'STATION MARK--BRONZE DISK OF THE GEODETIC SURVEY OF CANADA SET IN
 PG2577'ROCK FLUSH WITH THE SURFACE OF THE GROUND.
 PG2577
 PG2577                          STATION RECOVERY (1973)
 PG2577
 PG2577'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1973 (NP)
 PG2577'STATION WAS NOT RECOVERED IN 1973.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 NC1589 ***********************************************************************
 NC1589  DESIGNATION -  HOYT
 NC1589  PID         -  NC1589
 NC1589  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 NC1589  COUNTRY     -  CANADA
 NC1589  NTS MAPSHEET-  FORT ERIE (2020)
 NC1589
 NC1589                         *CURRENT SURVEY CONTROL
 NC1589  ______________________________________________________________________
 NC1589* NAD 83(1996) POSITION- 42 56 07.13130(N) 078 54 59.66267(W)   ADJUSTED
 NC1589* NAVD 88 ORTHO HEIGHT -   173.    (meters)      568.    (feet) SCALED
 NC1589  ______________________________________________________________________
 NC1589  GEOID HEIGHT    -        -35.955 (meters)                     EGM08
 NC1589  HORZ ORDER      -  THIRD
 NC1589
 NC1589.The positional and height information provided upon this datasheet are not
 NC1589.officially recognized by the Government of Canada, provincial governments
 NC1589.within Canada, nor are they intended to replace or substitute for them.
 NC1589.The intent of sharing this data is to allow access to positions or heights
 NC1589.recognized by the United States Government. Passive control that is used by
 NC1589.both nations may share the same or similar designations or descriptions but
 NC1589.do not share official positions or heights. The 'Station Description' may
 NC1589.originate from a Canadian 'Station Report' and if so contains information
 NC1589.licensed under the 'Open Government License - Canada'.
 NC1589
 NC1589.The horizontal coordinates were established by classical geodetic methods
 NC1589.and adjusted by the National Geodetic Survey in January 1999.
 NC1589
 NC1589.The orthometric height was scaled from a topographic map.
 NC1589
 NC1589.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC1589
 NC1589.Click photographs - Photos may exist for this station.
 NC1589
 NC1589. The following values were computed from the NAD 83(1996) position.
 NC1589
 NC1589;                    North         East     Units Scale Factor Converg.
 NC1589;UTM  17      - 4,755,737.432   669,997.496   MT  0.99995553   +1 25 10.2
 NC1589
 NC1589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1589!UTM  17      -   0.99997853  x   0.99995553  =   0.99993407
 NC1589
 NC1589:                Primary Azimuth Mark                     Grid Az
 NC1589:UTM  17      -  ISLAND                                   323 05 46.8
 NC1589
 NC1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6999755737(NAD 83)
 NC1589
 NC1589|---------------------------------------------------------------------|
 NC1589| PID    Reference Object                     Distance      Geod. Az  |
 NC1589|                                                           dddmmss.s |
 NC1589| NC1565 BUFF ALL SAINTS CH SPIRE            APPROX. 2.7 KM 0243420.4 |
 NC1589| NC1567 BUFF HUNGARIAN CH SPIRE             APPROX. 1.8 KM 0380419.1 |
 NC1589| NC1559 BUFF ST FRANCIS CH CROSS            APPROX. 1.3 KM 0865528.0 |
 NC1589| NC1557 BUFF ST JOHNS CH SPIRE              APPROX. 1.4 KM 0911844.9 |
 NC1589| CZ9547 HOYT RM 1                            21.317 METERS 12503     |
 NC1589| CZ9548 HOYT RM 2                            28.965 METERS 16620     |
 NC1589| NC1609 ISLAND                              APPROX. 3.3 KM 3243057.0 |
 NC1589|---------------------------------------------------------------------|
 NC1589
 NC1589                          SUPERSEDED SURVEY CONTROL
 NC1589
 NC1589  NAD 83(1986)-  42 56 07.13724(N)    078 54 59.66006(W) AD(       ) 3
 NC1589  NAD 27      -  42 56 06.93300(N)    078 55 00.52000(W) AD(       ) 3
 NC1589
 NC1589.Superseded values are not recommended for survey control.
 NC1589
 NC1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1589.See file dsdata.pdf to determine how the superseded data were derived.
 NC1589
 NC1589_MARKER: DD = SURVEY DISK
 NC1589_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NC1589
 NC1589  HISTORY     - Date     Condition        Report By
 NC1589  HISTORY     - 1909     MONUMENTED       IWC
 NC1589  HISTORY     - 1941     GOOD             IBC
 NC1589  HISTORY     - 1971     GOOD             IBC
 NC1589
 NC1589                          STATION DESCRIPTION
 NC1589
 NC1589'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1909 (GCB)
 NC1589'ABOUT 1/2 MILE BELOW THE INTERNATIONAL RAILROAD BRIDGE, ABOUT
 NC1589'OPPOSITE THE NORTH CORNER OF BOWEN ROAD AND NIAGARA STREET IN
 NC1589'BRIDGEBURG.  THE STATION IS BETWEEN NIAGARA STREET AND THE RIVER
 NC1589'BANK, 48 FEET FROM THE LARGE HORSE - CHESTNUT TREE ON THE NORTH
 NC1589'CORNER OF BOWEN ROAD AND NIAGARA STREET.
 NC1589'
 NC1589'STATION MARK, A 3/8-INCH BRASS PLUG, SET 18 INCHES UNDERGROUND IN
 NC1589'THE TOP OF A CONCRETE MONUMENT.  THERE ARE TWO REFERENCES.  REFERENCE
 NC1589'NO 1 IS A LEAD PLUG IN A CONCRETE SEWER OUTLET.  NO 2 IS A LAND
 NC1589'MARKER STONE, 7 BY 7 INCHES SQUARE AND WITH A PYRAMIDAL TOP SHOWING
 NC1589'5 OR 6 INCHES ABOVE GROUND NEAR THE SOUTH CORNER OF BOWEN ROAD AND
 NC1589'NIAGARA STREETS.
 NC1589
 NC1589                          STATION RECOVERY (1941)
 NC1589
 NC1589'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 NC1589'AN IBC BRONZE DISK FLUSH WITH THE GROUND IN THE THE TOP OF A CYLINDER
 NC1589'8 INCHES IN DIAMETER WAS PLACED OVER THE BRASS PLUG.
 NC1589
 NC1589                          STATION RECOVERY (1971)
 NC1589
 NC1589'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 NC1589'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 NC1589'REFERENCE NO 1 WAS REMARKED WITH A CHISELED CROSS AND REFERENCE NO 2
 NC1589'WAS NOT RECOVERED.  THE STATION IS 3.8 FEET FROM THE INSIDE OF THE
 NC1589'CURB AND THERE IS A FIRE HYDRANT 101.6 FEET SOUTH OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 DE7810 ***********************************************************************
 DE7810  DESIGNATION -  HULL BASE STATION
 DE7810  PID         -  DE7810
 DE7810  STATE/COUNTY-  PQ/GATINEAU
 DE7810  COUNTRY     -  CANADA
 DE7810  NTS MAPSHEET-  OTTAWA (2020)
 DE7810
 DE7810                         *CURRENT SURVEY CONTROL
 DE7810  ______________________________________________________________________
 DE7810* NAD 83(2011) POSITION- 45 25 35.85431(N) 075 42 41.07161(W)   ADJUSTED
 DE7810* NAD 83(2011) ELLIP HT-    71.142 (meters)        (06/27/12)   ADJUSTED
 DE7810* NAD 83(2011) EPOCH   -  2010.00
 DE7810* NAVD 88 ORTHO HEIGHT -   104.3   (meters)      342.    (feet) GPS OBS
 DE7810  ______________________________________________________________________
 DE7810  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DE7810  GEOID HEIGHT    -        -33.102 (meters)                     GEOID99
 DE7810  GEOID HEIGHT    -        -33.664 (meters)                     EGM08
 DE7810  NAD 83(2011) X  -  1,106,675.862 (meters)                     COMP
 DE7810  NAD 83(2011) Y  - -4,345,277.187 (meters)                     COMP
 DE7810  NAD 83(2011) Z  -  4,520,800.368 (meters)                     COMP
 DE7810
 DE7810  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE7810  Standards:
 DE7810         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE7810            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE7810  -------------------------------------------------------------------
 DE7810  NETWORK    0.29   0.49           0.13   0.10   0.25      0.03080639
 DE7810  -------------------------------------------------------------------
 DE7810  Click here for local accuracies and other accuracy information.
 DE7810
 DE7810.The positional and height information provided upon this datasheet are not
 DE7810.officially recognized by the Government of Canada, provincial governments
 DE7810.within Canada, nor are they intended to replace or substitute for them.
 DE7810.The intent of sharing this data is to allow access to positions or heights
 DE7810.recognized by the United States Government. Passive control that is used by
 DE7810.both nations may share the same or similar designations or descriptions but
 DE7810.do not share official positions or heights. The 'Station Description' may
 DE7810.originate from a Canadian 'Station Report' and if so contains information
 DE7810.licensed under the 'Open Government License - Canada'.
 DE7810
 DE7810.The horizontal coordinates were established by GPS observations
 DE7810.and adjusted by the National Geodetic Survey in June 2012.
 DE7810
 DE7810.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE7810.been affixed to the stable North American tectonic plate. See 
 DE7810.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE7810
 DE7810.The horizontal coordinates are valid at the epoch date displayed above
 DE7810.which is a decimal equivalence of Year/Month/Day.
 DE7810
 DE7810.The orthometric height was determined by GPS observations and a
 DE7810.high-resolution geoid model.
 DE7810
 DE7810.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7810
 DE7810.Click photographs - Photos may exist for this station.
 DE7810
 DE7810.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7810
 DE7810.The ellipsoidal height was determined by GPS observations
 DE7810.and is referenced to NAD 83.
 DE7810
 DE7810. The following values were computed from the NAD 83(2011) position.
 DE7810
 DE7810;                    North         East     Units Scale Factor Converg.
 DE7810;UTM  18      - 5,030,591.065   444,347.782   MT  0.99963808   -0 30 24.4
 DE7810
 DE7810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7810!UTM  18      -   0.99998885  x   0.99963808  =   0.99962693
 DE7810
 DE7810_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVR4434730591(NAD 83)
 DE7810
 DE7810                          SUPERSEDED SURVEY CONTROL
 DE7810
 DE7810  NAD 83(2007)-  45 25 35.85463(N)    075 42 41.07237(W) AD(2002.00) 0
 DE7810  ELLIP H (02/10/07)   71.157  (m)                       GP(2002.00)    
 DE7810  NAD 83(1996)-  45 25 35.85474(N)    075 42 41.07272(W) AD(       ) A
 DE7810  ELLIP H (09/18/02)   71.155  (m)                       GP(       ) 4 2
 DE7810
 DE7810.Superseded values are not recommended for survey control.
 DE7810
 DE7810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7810.See file dsdata.pdf to determine how the superseded data were derived.
 DE7810
 DE7810_MARKER: Z = SEE DESCRIPTION
 DE7810_SETTING: 0 = UNSPECIFIED SETTING
 DE7810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7810+STABILITY: SURFACE MOTION
 DE7810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7810+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2001
 DE7810
 DE7810  HISTORY     - Date     Condition        Report By
 DE7810  HISTORY     - UNK      MONUMENTED       GSC
 DE7810  HISTORY     - 20010716 GOOD             GSC
 DE7810
 DE7810                          STATION DESCRIPTION
 DE7810
 DE7810'DESCRIBED BY GEODETIC SURVEY OF CANADA 2001 (BP)
 DE7810'THIS IS A BASE STATION OPERATED BY THE GEODESY SERVICE, MINISTRY OF
 DE7810'NATURAL RESOURCES.
 DE7810'FOR INFORMATION CONTACT BERNARD PERRON AT FOLLOWING ADDRESS.  5700, 4E
 DE7810'AVENUE QUEST,
 DE7810'BUREAU E-305, CHARLESBOURG, QUEBEC, CANADA G1H641  OR OR PHONE NUMBER
 DE7810'418-627-6281, EXT
 DE7810'2010.
 DE7810'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PH2249 ***********************************************************************
 PH2249  DESIGNATION -  HUNTINGDON
 PH2249  PID         -  PH2249
 PH2249  STATE/COUNTY-  PQ/LE HAUT SAINT LAURENT
 PH2249  COUNTRY     -  CANADA
 PH2249  NTS MAPSHEET-  HUNTINGDON (2020)
 PH2249
 PH2249                         *CURRENT SURVEY CONTROL
 PH2249  ______________________________________________________________________
 PH2249* NAD 83(1996) POSITION- 45 05 33.74583(N) 074 15 13.91332(W)   ADJUSTED
 PH2249* NAVD 88 ORTHO HEIGHT -    97.14  (+/-2cm)      318.7   (feet) VERTCON
 PH2249  ______________________________________________________________________
 PH2249  GEOID HEIGHT    -        -30.515 (meters)                     EGM08
 PH2249  HORZ ORDER      -  FIRST
 PH2249  VERT ORDER      -  THIRD ? (See Below)
 PH2249
 PH2249.The positional and height information provided upon this datasheet are not
 PH2249.officially recognized by the Government of Canada, provincial governments
 PH2249.within Canada, nor are they intended to replace or substitute for them.
 PH2249.The intent of sharing this data is to allow access to positions or heights
 PH2249.recognized by the United States Government. Passive control that is used by
 PH2249.both nations may share the same or similar designations or descriptions but
 PH2249.do not share official positions or heights. The 'Station Description' may
 PH2249.originate from a Canadian 'Station Report' and if so contains information
 PH2249.licensed under the 'Open Government License - Canada'.
 PH2249
 PH2249.The horizontal coordinates were established by classical geodetic methods
 PH2249.and adjusted by the National Geodetic Survey in January 1999.
 PH2249
 PH2249.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH2249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH2249
 PH2249.Significant digits in the geoid height do not necessarily reflect accuracy.
 PH2249
 PH2249.The vertical order pertains to the NGVD 29 superseded value.
 PH2249
 PH2249.Click photographs - Photos may exist for this station.
 PH2249
 PH2249. The following values were computed from the NAD 83(1996) position.
 PH2249
 PH2249;                    North         East     Units Scale Factor Converg.
 PH2249;UTM  18      - 4,993,519.840   558,711.953   MT  0.99964238   +0 31 42.5
 PH2249
 PH2249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2249!UTM  18      -   0.99998955  x   0.99964238  =   0.99963194
 PH2249
 PH2249_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ5871193519(NAD 83)
 PH2249
 PH2249|---------------------------------------------------------------------|
 PH2249| PID    Reference Object                     Distance      Geod. Az  |
 PH2249|                                                           dddmmss.s |
 PH2249| CZ8396 HUNTINGDON RM                        40.043 METERS 24901     |
 PH2249|---------------------------------------------------------------------|
 PH2249
 PH2249                          SUPERSEDED SURVEY CONTROL
 PH2249
 PH2249  NAD 83(1986)-  45 05 33.74340(N)    074 15 13.92071(W) AD(       ) 1
 PH2249  NAD 27      -  45 05 33.59106(N)    074 15 15.21446(W) AD(       ) 1
 PH2249  NGVD 29              97.27   (m)          319.1    (f) LEVELING    3  
 PH2249
 PH2249.Superseded values are not recommended for survey control.
 PH2249
 PH2249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2249.See file dsdata.pdf to determine how the superseded data were derived.
 PH2249
 PH2249_MARKER: S = SPIKE
 PH2249_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PH2249
 PH2249  HISTORY     - Date     Condition        Report By
 PH2249  HISTORY     - 1908     MONUMENTED       GSC
 PH2249  HISTORY     - 1975     GOOD             IBC
 PH2249
 PH2249                          STATION DESCRIPTION
 PH2249
 PH2249'DESCRIBED BY GEODETIC SURVEY OF CANADA 1908
 PH2249'IN GODMANCHESTER TOWNSHIP, ON LOT 77, RANGE 4, ON LAND OWNED BY
 PH2249'ANGUS STARK, WHO LIVES A SHORT DISTANCE EAST OF THE STATION.  THE
 PH2249'STATION MAY BE REACHED FROM THE RAILWAY STATION OF HUNTINGDON, ON
 PH2249'THE GRAND TRUNK AND ST. LAWRENCE AND ADIRONDACK RAILWAYS, BY A DRIVE
 PH2249'OF ABOUT 5-1/2 MILES.
 PH2249'
 PH2249'STATION MARK--UNDERGROUND AND SURFACE MARKS CONSISTING OF SMALL
 PH2249'SPIKES IN THE CENTERS OF CONCRETE-FILLED VITRIFIED-CLAY SEWER TILES
 PH2249'PLACED ON END, THE LOWER ONE 4.6 FEET AND THE UPPER ONE 0.8 FEET
 PH2249'BELOW THE SURFACE OF THE GROUND.  A CONCRETE MONUMENT IS LOCATED
 PH2249'131.51 FEET AND APPROX. 69 DEGREES IN AZIMUTH FROM THE STATION.
 PH2249'A 70-FOOT TRIPOD AND A SCAFFOLD WERE ERECTED OVER THE STATION.
 PH2249
 PH2249                          STATION RECOVERY (1975)
 PH2249
 PH2249'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (NP)
 PH2249'STATION WAS RECOVERED IN GOOD CONDITION.
 PH2249'
 PH2249'NEW DESCRIPTION--ON RANGE IV OF GODMANCHESTER TOWNSHIP.  IT IS ON
 PH2249'THE PROPERTY OF ANDRE PIVIN OF HUNTINGDON, QUEBEC.  THE STATION CAN
 PH2249'BE REACHED FROM HUNTINGDON BY DRIVING SOUTHWESTERLY ON HWY 138 FOR
 PH2249'3.3 MILES, THENCE NORTHWESTERLY FOR 2.5 MILES TO A ROAD RUNNING
 PH2249'NORTHEASTERLY, TURN RIGHT ON THIS ROAD AND GO FOR 0.7 MILES.  THE
 PH2249'STATION IS ON THE LEFT SIDE OF THE ROAD JUST NORTH OF THE CULTIVATED
 PH2249'FIELD IN THE NEGLECTED APPLE ORCHARD.
 PH2249'
 PH2249'STATION MARK--A SURFACE AND SUBSURFACE MARK AS FOLLOWS--EACH
 PH2249'CONSISTS OF A SMALL SPIKE IN THE TOP OF A CONCRETE FILLED SEWER
 PH2249'TILE, THE TOP OF THE LOWER MARK BEING 55 INCHES AND THE TOP OF THE
 PH2249'UPPER MARK BEING 9 INCHES BELOW THE GROUND SURFACE.  THERE ARE TWO
 PH2249'REFERENCE MARKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 OG0823 ***********************************************************************
 OG0823  DESIGNATION -  JACK SUB
 OG0823  PID         -  OG0823
 OG0823  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 OG0823  COUNTRY     -  CANADA
 OG0823  NTS MAPSHEET-  NIAGARA (2020)
 OG0823
 OG0823                         *CURRENT SURVEY CONTROL
 OG0823  ______________________________________________________________________
 OG0823* NAD 83(1996) POSITION- 43 13 03.89568(N) 079 03 32.70065(W)   ADJUSTED
 OG0823* NAVD 88 ORTHO HEIGHT -   173.    (meters)      568.    (feet) SCALED
 OG0823  ______________________________________________________________________
 OG0823  GEOID HEIGHT    -        -36.694 (meters)                     EGM08
 OG0823  HORZ ORDER      -  THIRD
 OG0823
 OG0823.The positional and height information provided upon this datasheet are not
 OG0823.officially recognized by the Government of Canada, provincial governments
 OG0823.within Canada, nor are they intended to replace or substitute for them.
 OG0823.The intent of sharing this data is to allow access to positions or heights
 OG0823.recognized by the United States Government. Passive control that is used by
 OG0823.both nations may share the same or similar designations or descriptions but
 OG0823.do not share official positions or heights. The 'Station Description' may
 OG0823.originate from a Canadian 'Station Report' and if so contains information
 OG0823.licensed under the 'Open Government License - Canada'.
 OG0823
 OG0823.The horizontal coordinates were established by classical geodetic methods
 OG0823.and adjusted by the National Geodetic Survey in January 1999.
 OG0823
 OG0823.The orthometric height was scaled from a topographic map.
 OG0823
 OG0823.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0823
 OG0823.Click photographs - Photos may exist for this station.
 OG0823
 OG0823. The following values were computed from the NAD 83(1996) position.
 OG0823
 OG0823;                    North         East     Units Scale Factor Converg.
 OG0823;UTM  17      - 4,786,824.673   657,643.038   MT  0.99990571   +1 19 45.7
 OG0823
 OG0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0823!UTM  17      -   0.99997865  x   0.99990571  =   0.99988436
 OG0823
 OG0823:                Primary Azimuth Mark                     Grid Az
 OG0823:UTM  17      -  VIEW SUB IBC                             033 11 36.4
 OG0823
 OG0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5764386824(NAD 83)
 OG0823
 OG0823|---------------------------------------------------------------------|
 OG0823| PID    Reference Object                     Distance      Geod. Az  |
 OG0823|                                                           dddmmss.s |
 OG0823| OG0805 VIEW SUB IBC                        APPROX. 1.3 KM 0343122.1 |
 OG0823| CZ9556 JACK SUB RM 1                        16.419 METERS 19542     |
 OG0823| CZ9557 JACK SUB RM 2                         4.742 METERS 29543     |
 OG0823|---------------------------------------------------------------------|
 OG0823
 OG0823                          SUPERSEDED SURVEY CONTROL
 OG0823
 OG0823  NAD 83(1986)-  43 13 03.90167(N)    079 03 32.70079(W) AD(       ) 3
 OG0823  NAD 27      -  43 13 03.68800(N)    079 03 33.55300(W) AD(       ) 3
 OG0823
 OG0823.Superseded values are not recommended for survey control.
 OG0823
 OG0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0823.See file dsdata.pdf to determine how the superseded data were derived.
 OG0823
 OG0823_MARKER: DD = SURVEY DISK
 OG0823_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OG0823
 OG0823  HISTORY     - Date     Condition        Report By
 OG0823  HISTORY     - 1941     MONUMENTED       IBC
 OG0823  HISTORY     - 1956     GOOD             IBC
 OG0823  HISTORY     - 1971     MARK NOT FOUND   IBC
 OG0823
 OG0823                          STATION DESCRIPTION
 OG0823
 OG0823'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 OG0823'ON THE CANADIAN SIDE OF THE NIAGARA RIVER ABOUT 1/2 MILE SOUTH OF
 OG0823'POINT ELINOR.  THE STATION IS ABOUT 6 FEET FROM THE WATERS EDGE AND
 OG0823'ABOUT 3 FEET ABOVE THE WATER LEVEL.  IT IS ABOUT 100 FEET NORTH OF A
 OG0823'BOATHOUSE AND SLIP WHICH ARE REACHED BY A SET OF WOODEN STAIRS
 OG0823'LEADING DOWN THE HIGH BANK FROM A POINT EAST OF THE HIGHWAY WHICH
 OG0823'RUNS ALONG THE RIVER.  THE TOP ENTRANCE TO THE STAIRS IS ACROSS THE
 OG0823'HIGHWAY FROM THE LARGE, WHITE, ENGLISH - STYLE HOME OF H H JACKSON.
 OG0823'BOATHOUSE GONE, STATION IN BURDOCKS.
 OG0823'
 OG0823'STATION MARK, AN IBC STANDARD BRONZE - DISK STATION MARK SET FLUSH
 OG0823'WITH THE SURFACE OF THE GROUND IN THE TOP OF A CYLINDER OF CONCRETE
 OG0823'8 INCHES IN DIAMETER AND 2 FEET IN DEPTH.  THE SUBSURFACE MARK IS A
 OG0823'BRASS SCREW SET 2 FEET UNDERGROUND IN THE TOP OF A CYLINDER OF
 OG0823'CONCRETE 8 INCHES IN DIAMETER AND 10 INCHES IN DEPTH.  THERE ARE TWO
 OG0823'REFERENCES.  NO 1 IS AN IRON SNUBBING POST, 10 INCHES IN DIAMETER
 OG0823'AND 12 INCHES IN HEIGHT, ON THE BOATHOUSE DOCK.  THE REFERENCE IS
 OG0823'MARKED BY A CROSS CHISELED INTO THE TOP OF THE POST.  NO 2 IS A
 OG0823'RAILROAD SPIKE SET FLUSH WITH THE SURFACE OF THE GROUND IN THE TOP OF
 OG0823'A PIECE OF CONCRETE - FILLED DRAIN TILE.
 OG0823
 OG0823                          STATION RECOVERY (1956)
 OG0823
 OG0823'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956 (NWS)
 OG0823'STATION RECOVERED IN GOOD CONDITION.
 OG0823
 OG0823                          STATION RECOVERY (1971)
 OG0823
 OG0823'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 OG0823'REFERENCE NO 1 WAS RECOVERED, HOWEVER THE STATION AND REFERENCE NO 2
 OG0823'WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 OG1070 ***********************************************************************
 OG1070  DESIGNATION -  JUNIOR SUB IBC
 OG1070  PID         -  OG1070
 OG1070  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 OG1070  COUNTRY     -  CANADA
 OG1070  NTS MAPSHEET-  NIAGARA (2020)
 OG1070
 OG1070                         *CURRENT SURVEY CONTROL
 OG1070  ______________________________________________________________________
 OG1070* NAD 83(1996) POSITION- 43 07 28.92452(N) 079 04 15.67076(W)   ADJUSTED
 OG1070* NAVD 88 ORTHO HEIGHT -   152.    (meters)      499.    (feet) SCALED
 OG1070  ______________________________________________________________________
 OG1070  GEOID HEIGHT    -        -36.432 (meters)                     EGM08
 OG1070  HORZ ORDER      -  THIRD
 OG1070
 OG1070.The positional and height information provided upon this datasheet are not
 OG1070.officially recognized by the Government of Canada, provincial governments
 OG1070.within Canada, nor are they intended to replace or substitute for them.
 OG1070.The intent of sharing this data is to allow access to positions or heights
 OG1070.recognized by the United States Government. Passive control that is used by
 OG1070.both nations may share the same or similar designations or descriptions but
 OG1070.do not share official positions or heights. The 'Station Description' may
 OG1070.originate from a Canadian 'Station Report' and if so contains information
 OG1070.licensed under the 'Open Government License - Canada'.
 OG1070
 OG1070.The horizontal coordinates were established by classical geodetic methods
 OG1070.and adjusted by the National Geodetic Survey in January 1999.
 OG1070
 OG1070.The orthometric height was scaled from a topographic map.
 OG1070
 OG1070.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG1070
 OG1070.Click photographs - Photos may exist for this station.
 OG1070
 OG1070. The following values were computed from the NAD 83(1996) position.
 OG1070
 OG1070;                    North         East     Units Scale Factor Converg.
 OG1070;UTM  17      - 4,776,468.779   656,911.665   MT  0.99990289   +1 19 08.0
 OG1070
 OG1070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG1070!UTM  17      -   0.99998190  x   0.99990289  =   0.99988479
 OG1070
 OG1070:                Primary Azimuth Mark                     Grid Az
 OG1070:UTM  17      -  MOSES SUB                                075 07 19.7
 OG1070
 OG1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5691176468(NAD 83)
 OG1070
 OG1070|---------------------------------------------------------------------|
 OG1070| PID    Reference Object                     Distance      Geod. Az  |
 OG1070|                                                           dddmmss.s |
 OG1070| OG0895 MOSES SUB                           APPROX. 0.6 KM 0762627.7 |
 OG1070| OG1063 NF AUTOCAR SOUTH END IWC            APPROX. 0.8 KM 1660617.3 |
 OG1070| OG1073 DAVID SUB                           APPROX. 0.6 KM 1920828.3 |
 OG1070|---------------------------------------------------------------------|
 OG1070
 OG1070                          SUPERSEDED SURVEY CONTROL
 OG1070
 OG1070  NAD 83(1986)-  43 07 28.93006(N)    079 04 15.66822(W) AD(       ) 3
 OG1070  NAD 27      -  43 07 28.73249(N)    079 04 16.50422(W) AD(       ) 3
 OG1070
 OG1070.Superseded values are not recommended for survey control.
 OG1070
 OG1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG1070.See file dsdata.pdf to determine how the superseded data were derived.
 OG1070
 OG1070_MARKER: DD = SURVEY DISK
 OG1070_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OG1070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG1070
 OG1070  HISTORY     - Date     Condition        Report By
 OG1070  HISTORY     - 1941     MONUMENTED       IBC
 OG1070  HISTORY     - 1956     GOOD             IBC
 OG1070  HISTORY     - 1971     MARK NOT FOUND   IBC
 OG1070
 OG1070                          STATION DESCRIPTION
 OG1070
 OG1070'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 OG1070'ON THE CANADIAN SIDE OF THE NIAGARA RIVER ON THE TOP OF THE HIGH
 OG1070'CLIFF OVERLOOKING THE WHIRLPOOL AND ABOUT 1/2 MILE SOUTH OF NIAGARA
 OG1070'GLEN.  THE STATION IS 8 FEET SOUTH OF A PARKING AREA FORMED BY
 OG1070'WIDENING THE HIGHWAY TO ABOUT DOUBLE WIDTH.  A GUARD RAIL EXTENDS
 OG1070'ALONG THE SOUTH EDGE OF THIS PARKING AREA.  THE STATION IS ABOUT 60
 OG1070'FEET NORTH OF THE EDGE OF THE CLIFF, 300 FEET EAST OF A FORK IN THE
 OG1070'HIGHWAY, AND 400 FEET EAST OF A RED FIRE HYDRANT SITUATED IN THE
 OG1070'CENTER OF AN OPEN FIELD.
 OG1070'
 OG1070'STATION MARK, AN IBC STANDARD BRONZE - DISK STATION MARK SET FLUSH
 OG1070'WITH THE SURFACE OF THE GROUND IN THE TOP OF A CYLINDER OF CONCRETE
 OG1070'8 INCHES IN DIAMETER AND 18 INCHES IN DEPTH.  THE SUBSURFACE MARK IS
 OG1070'A BRASS SCREW SET 18 INCHES UNDERGROUND IN THE TOP OF A SIMILAR
 OG1070'CYLINDER OF CONCRETE.
 OG1070
 OG1070                          STATION RECOVERY (1956)
 OG1070
 OG1070'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956 (NWS)
 OG1070'STATION RECOVERED IN GOOD CONDITION.
 OG1070
 OG1070                          STATION RECOVERY (1971)
 OG1070
 OG1070'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 OG1070'STATION SEARCHED FOR BUT NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 DP6209 ***********************************************************************
 DP6209  CORS        -  This is a GPS Continuously Operating Reference Station.
 DP6209  DESIGNATION -  LA POCATIERE CORS ARP
 DP6209  CORS_ID     -  LPOC
 DP6209  PID         -  DP6209
 DP6209  STATE/COUNTY-  PQ/KAMOURASKA
 DP6209  COUNTRY     -  CANADA
 DP6209  NTS MAPSHEET-  ILE AUX COUDRES (2020)
 DP6209
 DP6209                         *CURRENT SURVEY CONTROL
 DP6209  ______________________________________________________________________
 DP6209* NAD 83(2011) POSITION- 47 20 28.97994(N) 070 00 30.79482(W)   ADJUSTED
 DP6209* NAD 83(2011) ELLIP HT-   104.431 (meters)        (12/??/22)   ADJUSTED
 DP6209* NAD 83(2011) EPOCH   -  2010.00
 DP6209  ______________________________________________________________________
 DP6209  GEOID HEIGHT    -        -27.820 (meters)                     EGM08
 DP6209  NAD 83(2011) X  -  1,480,313.905 (meters)                     COMP
 DP6209  NAD 83(2011) Y  - -4,069,019.111 (meters)                     COMP
 DP6209  NAD 83(2011) Z  -  4,667,642.630 (meters)                     COMP
 DP6209
 DP6209.Formal positional accuracy estimates are not available for this CORS
 DP6209.because its coordinates were determined in part using modeled
 DP6209.velocities. Approximate one-sigma accuracies for latitude, longitude,
 DP6209.and ellipsoid height can be obtained from the short-term time series.
 DP6209.Additional information regarding modeled velocities is available on
 DP6209.the CORS Coordinates for MYCS2 web page:
 DP6209.https://www.ngs.noaa.gov/CORS/news/mycs2/mycs2.shtml.
 DP6209
 DP6209.The positional and height information provided upon this datasheet are not
 DP6209.officially recognized by the Government of Canada, provincial governments
 DP6209.within Canada, nor are they intended to replace or substitute for them.
 DP6209.The intent of sharing this data is to allow access to positions or heights
 DP6209.recognized by the United States Government. Passive control that is used by
 DP6209.both nations may share the same or similar designations or descriptions but
 DP6209.do not share official positions or heights. The 'Station Description' may
 DP6209.originate from a Canadian 'Station Report' and if so contains information
 DP6209.licensed under the 'Open Government License - Canada'.
 DP6209
 DP6209.The coordinates were established by GPS observations
 DP6209.and adjusted by the National Geodetic Survey in December 2022.
 DP6209
 DP6209.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6209.been affixed to the stable North American Tectonic Plate. 
 DP6209
 DP6209.The coordinates are valid at the epoch date displayed above
 DP6209.which is a decimal equivalence of Year/Month/Day.
 DP6209
 DP6209.Due to the release of the International GNSS Service (IGS) 2014
 DP6209.realization of the International Terrestrial Reference Frame of 2014
 DP6209.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DP6209.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DP6209.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DP6209.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DP6209.currently published epoch of 2010.00.
 DP6209
 DP6209.Additional information on MYCS2 is available at
 DP6209.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DP6209
 DP6209.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6209
 DP6209.The PID for the CORS L1 Phase Center is DP6210.
 DP6209
 DP6209.Click photographs - Photos may exist for this station.
 DP6209
 DP6209.The XYZ, and position/ellipsoidal ht. are equivalent.
 DP6209
 DP6209.The ellipsoidal height was determined by GPS observations
 DP6209.and is referenced to NAD 83.
 DP6209
 DP6209. The following values were computed from the NAD 83(2011) position.
 DP6209
 DP6209;                    North         East     Units Scale Factor Converg.
 DP6209;UTM  19      - 5,243,595.074   423,814.163   MT  0.99967133   -0 44 30.2
 DP6209
 DP6209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6209!UTM  19      -   0.99998363  x   0.99967133  =   0.99965497
 DP6209
 DP6209_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN2381443595(NAD 83)
 DP6209
 DP6209                          SUPERSEDED SURVEY CONTROL
 DP6209
 DP6209  NAD 83(2011)-  47 20 28.97994(N)    070 00 30.79480(W) AD(2010.00) c
 DP6209  ELLIP H (05/??/21)  104.421  (m)                       GP(2010.00) c c
 DP6209  NAD 83(2011)-  47 20 28.97995(N)    070 00 30.79480(W) AD(2010.00) c
 DP6209  ELLIP H (07/??/20)  104.430  (m)                       GP(2010.00) c c
 DP6209  NAD 83(2011)-  47 20 28.97994(N)    070 00 30.79478(W) AD(2010.00) c
 DP6209  ELLIP H (06/??/19)  104.423  (m)                       GP(2010.00) c c
 DP6209  NAD 83(2011)-  47 20 28.97992(N)    070 00 30.79467(W) AD(2010.00) c
 DP6209  ELLIP H (02/??/15)  104.416  (m)                       GP(2010.00) c c
 DP6209
 DP6209.Superseded values are not recommended for survey control.
 DP6209
 DP6209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP6209.See file dsdata.pdf to determine how the superseded data were derived.
 DP6209
 DP6209_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DP6209
 DP6209                          STATION DESCRIPTION
 DP6209
 DP6209'DESCRIBED BY NATIONAL GEODETIC SURVEY 2022
 DP6209'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DP6209'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DP6209'ACCESSIBLE AT THE WORLDWIDE WEB.
 DP6209'https://geodesy.noaa.gov/CORS/data.shtml
 DP6209'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PH2180 ***********************************************************************
 PH2180  DESIGNATION -  LANSDOWNE
 PH2180  PID         -  PH2180
 PH2180  STATE/COUNTY-  PQ/KAMOURASKA
 PH2180  COUNTRY     -  CANADA
 PH2180  NTS MAPSHEET-  MALLORYTOWN (2020)
 PH2180
 PH2180                         *CURRENT SURVEY CONTROL
 PH2180  ______________________________________________________________________
 PH2180* NAD 83(1996) POSITION- 44 29 39.61273(N) 075 59 50.83138(W)   ADJUSTED
 PH2180* NAVD 88 ORTHO HEIGHT -   193.89  (+/-2cm)      636.1   (feet) VERTCON
 PH2180  ______________________________________________________________________
 PH2180  GEOID HEIGHT    -        -34.010 (meters)                     EGM08
 PH2180  HORZ ORDER      -  FIRST
 PH2180  VERT ORDER      -  THIRD ? (See Below)
 PH2180
 PH2180.The positional and height information provided upon this datasheet are not
 PH2180.officially recognized by the Government of Canada, provincial governments
 PH2180.within Canada, nor are they intended to replace or substitute for them.
 PH2180.The intent of sharing this data is to allow access to positions or heights
 PH2180.recognized by the United States Government. Passive control that is used by
 PH2180.both nations may share the same or similar designations or descriptions but
 PH2180.do not share official positions or heights. The 'Station Description' may
 PH2180.originate from a Canadian 'Station Report' and if so contains information
 PH2180.licensed under the 'Open Government License - Canada'.
 PH2180
 PH2180.The horizontal coordinates were established by classical geodetic methods
 PH2180.and adjusted by the National Geodetic Survey in January 1999.
 PH2180
 PH2180.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH2180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH2180
 PH2180.Significant digits in the geoid height do not necessarily reflect accuracy.
 PH2180
 PH2180.The vertical order pertains to the NGVD 29 superseded value.
 PH2180
 PH2180.Click photographs - Photos may exist for this station.
 PH2180
 PH2180. The following values were computed from the NAD 83(1996) position.
 PH2180
 PH2180;                    North         East     Units Scale Factor Converg.
 PH2180;UTM  18      - 4,927,263.938   420,696.965   MT  0.99967734   -0 41 56.7
 PH2180
 PH2180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2180!UTM  18      -   0.99997493  x   0.99967734  =   0.99965228
 PH2180
 PH2180:                Primary Azimuth Mark                     Grid Az
 PH2180:UTM  18      -  ELIZABETHTOWN                            047 32 01.0
 PH2180
 PH2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ2069627263(NAD 83)
 PH2180
 PH2180|---------------------------------------------------------------------|
 PH2180| PID    Reference Object                     Distance      Geod. Az  |
 PH2180|                                                           dddmmss.s |
 PH2180| PH2237 ELIZABETHTOWN                       APPROX.31.8 KM 0465004.3 |
 PH2180| PH2212 BROCKVILLE ASYLUM CHY IBC           APPROX.29.0 KM 0643938.2 |
 PH2180| PH2217 BROCKVILLE PRESBY CH SPIRE IBC      APPROX.26.9 KM 0663142.0 |
 PH2180| PH2208 MORRISTOWN STANDPIPE IBC            APPROX.29.8 KM 0693358.8 |
 PH2180| CZ8473 LANSDOWNE AZ MK                                    1643053.4 |
 PH2180|---------------------------------------------------------------------|
 PH2180
 PH2180                          SUPERSEDED SURVEY CONTROL
 PH2180
 PH2180  NAD 83(1986)-  44 29 39.62259(N)    075 59 50.83032(W) AD(       ) 1
 PH2180  NAD 27      -  44 29 39.44905(N)    075 59 51.93307(W) AD(       ) 1
 PH2180  NGVD 29 (07/19/86)  194.01   (m)          636.5    (f) LEVELING    3  
 PH2180
 PH2180.Superseded values are not recommended for survey control.
 PH2180
 PH2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2180.See file dsdata.pdf to determine how the superseded data were derived.
 PH2180
 PH2180_MARKER: B = BOLT
 PH2180_SETTING: 66 = SET IN ROCK OUTCROP
 PH2180
 PH2180  HISTORY     - Date     Condition        Report By
 PH2180  HISTORY     - 1908     MONUMENTED       CHS
 PH2180
 PH2180                          STATION DESCRIPTION
 PH2180
 PH2180'DESCRIBED BY CANADIAN HYDROGRAPHIC SERVICE 1908
 PH2180'ON BLUE MOUNTAIN, ON LOT 24, CONCESSION VII, LANSDOWNE TOWNSHIP.  THE
 PH2180'STATION IS REACHED FROM MITCHELLVILLE ON NO 2 HIGHWAY BY DRIVING 45
 PH2180'MILES NORTHWESTERLY TO THE END OF THE TOWNSHIP ROAD.  IT IS ON THE
 PH2180'HIGHEST PART OF BLUE MOUNTAIN, ONE MILE NORTHWESTERLY FROM THE END OF
 PH2180'THE ROAD.
 PH2180'
 PH2180'STATION MARK--A 3/4 - INCH COPPER BOLT LEADED INTO THE ROCK.  IT IS
 PH2180'REFERENCED BY TOW 3/4 - INCH COPPER BOLTS AND CONNECTED TO THE
 PH2180'NORTHEAST CORNER OF LOT 24.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PH2253 ***********************************************************************
 PH2253  DESIGNATION -  LEBLANC
 PH2253  PID         -  PH2253
 PH2253  STATE/COUNTY-  PQ/LE HAUT SAINT LAURENT
 PH2253  COUNTRY     -  CANADA
 PH2253  NTS MAPSHEET-  HUNTINGDON (2020)
 PH2253
 PH2253                         *CURRENT SURVEY CONTROL
 PH2253  ______________________________________________________________________
 PH2253* NAD 83(1996) POSITION- 45 01 44.65833(N) 074 20 46.29882(W)   ADJUSTED
 PH2253* NAVD 88 ORTHO HEIGHT -    82.    (meters)      269.    (feet) SCALED
 PH2253  ______________________________________________________________________
 PH2253  GEOID HEIGHT    -        -30.523 (meters)                     EGM08
 PH2253  HORZ ORDER      -  SECOND
 PH2253
 PH2253.The positional and height information provided upon this datasheet are not
 PH2253.officially recognized by the Government of Canada, provincial governments
 PH2253.within Canada, nor are they intended to replace or substitute for them.
 PH2253.The intent of sharing this data is to allow access to positions or heights
 PH2253.recognized by the United States Government. Passive control that is used by
 PH2253.both nations may share the same or similar designations or descriptions but
 PH2253.do not share official positions or heights. The 'Station Description' may
 PH2253.originate from a Canadian 'Station Report' and if so contains information
 PH2253.licensed under the 'Open Government License - Canada'.
 PH2253
 PH2253.The horizontal coordinates were established by classical geodetic methods
 PH2253.and adjusted by the National Geodetic Survey in January 1999.
 PH2253
 PH2253.The orthometric height was scaled from a topographic map.
 PH2253
 PH2253.Significant digits in the geoid height do not necessarily reflect accuracy.
 PH2253
 PH2253.Click photographs - Photos may exist for this station.
 PH2253
 PH2253. The following values were computed from the NAD 83(1996) position.
 PH2253
 PH2253;                    North         East     Units Scale Factor Converg.
 PH2253;UTM  18      - 4,986,387.810   551,503.840   MT  0.99963262   +0 27 45.2
 PH2253
 PH2253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2253!UTM  18      -   0.99999195  x   0.99963262  =   0.99962457
 PH2253
 PH2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ5150386387(NAD 83)
 PH2253
 PH2253                          SUPERSEDED SURVEY CONTROL
 PH2253
 PH2253  NAD 83(1986)-  45 01 44.65478(N)    074 20 46.30635(W) AD(       ) 2
 PH2253  NAD 27      -  45 01 44.45900(N)    074 20 47.58300(W) AD(       ) 2
 PH2253
 PH2253.Superseded values are not recommended for survey control.
 PH2253
 PH2253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2253.See file dsdata.pdf to determine how the superseded data were derived.
 PH2253
 PH2253_MARKER: N = NAIL
 PH2253_SETTING: 0 = UNSPECIFIED SETTING
 PH2253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH2253
 PH2253  HISTORY     - Date     Condition        Report By
 PH2253  HISTORY     - 1917     MONUMENTED       IBC
 PH2253  HISTORY     - 1973     MARK NOT FOUND   IBC
 PH2253
 PH2253                          STATION DESCRIPTION
 PH2253
 PH2253'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (JDC)
 PH2253'IN GODMANCHESTER TOWNSHIP, ABOUT 10 MILES WEST OF HUNTINGDON,
 PH2253'QUEBEC.  IT IS ON THE SOUTHEASTERN SLOPE, NEAR THE EDGE OF THE
 PH2253'TIMBER, ON A TIMBERED KNOLL ON THE FARM OF ALPHONSE LEBLANC.
 PH2253'
 PH2253'STATION MARK--NAIL DRIVEN IN A ROOT OF THE TREE, WHICH FORMS THE
 PH2253'CENTER OF THE 30-FOOT TRIPOD.
 PH2253
 PH2253                          STATION RECOVERY (1973)
 PH2253
 PH2253'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1973 (NP)
 PH2253'STATION WAS NOT RECOVERED IN 1973.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 OG1031 ***********************************************************************
 OG1031  DESIGNATION -  LEE SUB IBC
 OG1031  PID         -  OG1031
 OG1031  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 OG1031  COUNTRY     -  CANADA
 OG1031  NTS MAPSHEET-  NIAGARA (2020)
 OG1031
 OG1031                         *CURRENT SURVEY CONTROL
 OG1031  ______________________________________________________________________
 OG1031* NAD 83(1996) POSITION- 43 00 31.70272(N) 079 01 47.21618(W)   ADJUSTED
 OG1031* NAVD 88 ORTHO HEIGHT -   174.    (meters)      571.    (feet) SCALED
 OG1031  ______________________________________________________________________
 OG1031  GEOID HEIGHT    -        -36.168 (meters)                     EGM08
 OG1031  HORZ ORDER      -  THIRD
 OG1031
 OG1031.The positional and height information provided upon this datasheet are not
 OG1031.officially recognized by the Government of Canada, provincial governments
 OG1031.within Canada, nor are they intended to replace or substitute for them.
 OG1031.The intent of sharing this data is to allow access to positions or heights
 OG1031.recognized by the United States Government. Passive control that is used by
 OG1031.both nations may share the same or similar designations or descriptions but
 OG1031.do not share official positions or heights. The 'Station Description' may
 OG1031.originate from a Canadian 'Station Report' and if so contains information
 OG1031.licensed under the 'Open Government License - Canada'.
 OG1031
 OG1031.The horizontal coordinates were established by classical geodetic methods
 OG1031.and adjusted by the National Geodetic Survey in January 1999.
 OG1031
 OG1031.The orthometric height was scaled from a topographic map.
 OG1031
 OG1031.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG1031
 OG1031.Click photographs - Photos may exist for this station.
 OG1031
 OG1031. The following values were computed from the NAD 83(1996) position.
 OG1031
 OG1031;                    North         East     Units Scale Factor Converg.
 OG1031;UTM  17      - 4,763,676.224   660,568.516   MT  0.99991718   +1 20 39.1
 OG1031
 OG1031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG1031!UTM  17      -   0.99997841  x   0.99991718  =   0.99989559
 OG1031
 OG1031:                Primary Azimuth Mark                     Grid Az
 OG1031:UTM  17      -  MEYERS SUB                               353 18 25.1
 OG1031
 OG1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6056863676(NAD 83)
 OG1031
 OG1031|---------------------------------------------------------------------|
 OG1031| PID    Reference Object                     Distance      Geod. Az  |
 OG1031|                                                           dddmmss.s |
 OG1031| OG1033 MEYERS SUB                          APPROX. 1.1 KM 3543904.2 |
 OG1031|---------------------------------------------------------------------|
 OG1031
 OG1031                          SUPERSEDED SURVEY CONTROL
 OG1031
 OG1031  NAD 83(1986)-  43 00 31.70846(N)    079 01 47.21384(W) AD(       ) 3
 OG1031  NAD 27      -  43 00 31.50088(N)    079 01 48.06255(W) AD(       ) 3
 OG1031
 OG1031.Superseded values are not recommended for survey control.
 OG1031
 OG1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG1031.See file dsdata.pdf to determine how the superseded data were derived.
 OG1031
 OG1031_MARKER: DD = SURVEY DISK
 OG1031_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OG1031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG1031
 OG1031  HISTORY     - Date     Condition        Report By
 OG1031  HISTORY     - 1941     MONUMENTED       IBC
 OG1031  HISTORY     - 1971     GOOD             IBC
 OG1031
 OG1031                          STATION DESCRIPTION
 OG1031
 OG1031'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 OG1031'ON THE CANADIAN SIDE OF THE NIAGARA RIVER ABOUT 3 MILES ABOVE NAVY
 OG1031'ISLAND, WHERE THE HIGH BANK OF THE RIVER FORMS A SMALL POINT.  THE
 OG1031'STATION IS 6 FEET FROM THE EDGE OF THE BANK, 25 FEET FROM THE RIVER,
 OG1031'54.8 FEET FROM THE HIGHWAY ALONG THE RIVER, AND 150 FEET NORTH OF A
 OG1031'CONCRETE DRAIN UNDER THE HIGHWAY.  IT IS 8.45 FEET NORTHWEST OF AN
 OG1031'8 - INCH ELM TREE, 9.65 FEET NORTHEAST OF ANOTHER 8 - INCH ELM TREE,
 OG1031'AND 37.10 FEET EAST OF A 12 - INCH ELM TREE.  IT IS NORTHEAST OF A
 OG1031'GROUP OF MANY 4 - INCH ELMS.  IN 1956, 2 FEET FROM BANK, 10 FEET FROM
 OG1031'RIVER.
 OG1031'
 OG1031'STATION MARK, AN IBC STANDARD BRONZE - DISK STATION MARK SET 2
 OG1031'INCHES ABOVE THE SURFACE OF THE GROUND IN THE TOP OF A CYLINDER OF
 OG1031'CONCRETE 8 INCHES IN DIAMETER AND 12 INCHES IN DEPTH.  THE SUBSURFACE
 OG1031'MARK IS A BRASS SCREW SET 12 INCHES UNDERGROUND IN THE TOP OF A
 OG1031'SIMILAR CYLINDER OF CONCRETE.  THERE ARE THREE REFERENCES.  NO 1,
 OG1031'DISTANT 139.90 FEET, IS THE SOUTHERNMOST WILLOW TREE OF A ROW OF
 OG1031'WILLOWS NORTH OF THE STATION.  NO 2, DISTANT 150.75 FEET, IS THE
 OG1031'CENTER OF THE TOP OF THE EAST END OF THE CONCRETE DRAIN.  NO 3,
 OG1031'DISTANT 170.09 FEET, IS THE CENTER OF THE IRON COVER ON THE DRAIN IN
 OG1031'THE DITCH ON THE WEST SIDE OF THE HIGHWAY.
 OG1031
 OG1031                          STATION RECOVERY (1971)
 OG1031
 OG1031'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 OG1031'THE STATION AND REFERENCE NO 1 AND NO 2 WERE RECOVERED AS DESCRIBED
 OG1031'AND FOUND IN GOOD CONDITION.  REFERENCE NO 3 WAS NOT RECOVERED.  THE
 OG1031'STATION IS 50 FEET NORTH OF THE WEST END OF THE PICNIC PARKING AREA,
 OG1031'4 FEET NORTHEAST OF AN ELM TREE THAT IS 1 FOOT IN DIAMETER AND 1.2
 OG1031'FEET NORTHWEST OF A STEEL, WITNESS POST WITH METAL SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 NC1578 ***********************************************************************
 NC1578  DESIGNATION -  LITTLE SUB
 NC1578  PID         -  NC1578
 NC1578  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 NC1578  COUNTRY     -  CANADA
 NC1578  NTS MAPSHEET-  FORT ERIE (2020)
 NC1578
 NC1578                         *CURRENT SURVEY CONTROL
 NC1578  ______________________________________________________________________
 NC1578* NAD 83(1996) POSITION- 42 54 29.07566(N) 078 54 33.87282(W)   ADJUSTED
 NC1578* NAVD 88 ORTHO HEIGHT -   175.    (meters)      574.    (feet) VERTCON
 NC1578  ______________________________________________________________________
 NC1578  GEOID HEIGHT    -        -35.891 (meters)                     EGM08
 NC1578  HORZ ORDER      -  SECOND
 NC1578
 NC1578.The positional and height information provided upon this datasheet are not
 NC1578.officially recognized by the Government of Canada, provincial governments
 NC1578.within Canada, nor are they intended to replace or substitute for them.
 NC1578.The intent of sharing this data is to allow access to positions or heights
 NC1578.recognized by the United States Government. Passive control that is used by
 NC1578.both nations may share the same or similar designations or descriptions but
 NC1578.do not share official positions or heights. The 'Station Description' may
 NC1578.originate from a Canadian 'Station Report' and if so contains information
 NC1578.licensed under the 'Open Government License - Canada'.
 NC1578
 NC1578.The horizontal coordinates were established by classical geodetic methods
 NC1578.and adjusted by the National Geodetic Survey in January 1999.
 NC1578
 NC1578.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1578
 NC1578.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC1578
 NC1578.Click photographs - Photos may exist for this station.
 NC1578
 NC1578. The following values were computed from the NAD 83(1996) position.
 NC1578
 NC1578;                    North         East     Units Scale Factor Converg.
 NC1578;UTM  17      - 4,752,727.137   670,657.244   MT  0.99995830   +1 25 25.2
 NC1578
 NC1578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1578!UTM  17      -   0.99997821  x   0.99995830  =   0.99993651
 NC1578
 NC1578:                Primary Azimuth Mark                     Grid Az
 NC1578:UTM  17      -  BUFF NATIVITY SPIRE                      066 01 18.5
 NC1578
 NC1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7065752727(NAD 83)
 NC1578
 NC1578|---------------------------------------------------------------------|
 NC1578| PID    Reference Object                     Distance      Geod. Az  |
 NC1578|                                                           dddmmss.s |
 NC1578| NC1575 ERIE                                421.287 METERS 0073222.3 |
 NC1578| NC1553 BUFF NATIVITY SPIRE                 APPROX. 1.4 KM 0672643.7 |
 NC1578| NC1403 BUFFALO RAND BUILDING TOWER         APPROX. 3.8 KM 1294113.7 |
 NC1578| NC1547 BUFF NEW CITY HALL IBC              APPROX. 3.4 KM 1340602.8 |
 NC1578| NC1625 BUFFALO CITY HALL                   APPROX. 3.7 KM 1354725.6 |
 NC1578| NC1556 BUFF BREAKWATER NORTH LT            APPROX. 3.5 KM 1653258.6 |
 NC1578| NC1584 BUFF NEW INTAKE LT                  APPROX. 3.2 KM 1840428.9 |
 NC1578| DA1761 LITTLE SUB RM 1                      22.091 METERS 21102     |
 NC1578| DA1763 LITTLE SUB RM 3                      10.037 METERS 27838     |
 NC1578| DA1762 LITTLE SUB RM 2                      24.396 METERS 27838     |
 NC1578| DA1764 LITTLE SUB RM 4                      19.927 METERS 33401     |
 NC1578|---------------------------------------------------------------------|
 NC1578
 NC1578                          SUPERSEDED SURVEY CONTROL
 NC1578
 NC1578  NAD 83(1986)-  42 54 29.08154(N)    078 54 33.87005(W) AD(       ) 2
 NC1578  NAD 27      -  42 54 28.87800(N)    078 54 34.72600(W) AD(       ) 2
 NC1578  NGVD 29 (07/19/86)  175.     (m)          574.     (f) VERT ANG       
 NC1578
 NC1578.Superseded values are not recommended for survey control.
 NC1578
 NC1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1578.See file dsdata.pdf to determine how the superseded data were derived.
 NC1578
 NC1578_MARKER: DD = SURVEY DISK
 NC1578_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NC1578
 NC1578  HISTORY     - Date     Condition        Report By
 NC1578  HISTORY     - 1941     MONUMENTED       IBC
 NC1578  HISTORY     - 1973     GOOD             IBC
 NC1578
 NC1578                          STATION DESCRIPTION
 NC1578
 NC1578'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 NC1578'IN THE VILLAGE OF FORT ERIE, ABOUT 200 FEET NORTH OF THE NORTH SIDE
 NC1578'OF THE PEACE BRIDGE ACROSS NIAGARA RIVER, IN THE FILLED LAND BETWEEN
 NC1578'NIAGARA BOULEVARD AND THE SEA WALL ALONG THE RIVER, 32 FEET EAST OF
 NC1578'THE EAST CURB OF NIAGARA BOULEVARD.
 NC1578'
 NC1578'STATION MARK, AN IBC STANDARD BRONZE - DISK STATION MARK SET NEARLY
 NC1578'FLUSH WITH THE GROUND IN THE TOP OF A CYLINDER OF CONCRETE 9 INCHES
 NC1578'IN DIAMETER AND 18 INCHES IN DEPTH.  THE SUBSURFACE MARK IS A BRASS
 NC1578'SCREW SET 18 INCHES UNDERGROUND IN THE TOP OF A LIKE CYLINDER OF
 NC1578'CONCRETE.  THERE ARE FOUR REFERENCES.  EACH OF THEM IS A CROSS CUT IN
 NC1578'THE TOP OF THE ROAD CURBS OF NIAGARA BOULEVARD.  NOS 2 AND 3 ARE IN
 NC1578'LINE WITH THE STATION.  NO 4 IS OPPOSITE THE SOUTH SIDE OF THE SIDE
 NC1578'STREET NORTH OF THE BRIDGE.  THE STATION IS A LITTLE ABOVE FLUSH WITH
 NC1578'THE SURFACE OF THE PARK AND OPPOSITE THE SECOND ORNAMENTAL TREE IN A
 NC1578'ROW OF ORNAMENTAL TREES SPACED ABOUT 40 FEET APART, THE FIRST TREE
 NC1578'BEING ABOUT 150 FEET NORTH OF THE PEACE BRIDGE.
 NC1578
 NC1578                          STATION RECOVERY (1973)
 NC1578
 NC1578'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1973 (CRM)
 NC1578'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 NC1578'THE ABOVE DESCRIPTION IS ADEQUATE TO RECOVER THIS STATION.  AS
 NC1578'REPORTED IN 1956, ALL THE REFERENCE MARKS ARE GONE.  NONE WERE SET
 NC1578'THIS YEAR.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 DP6211 ***********************************************************************
 DP6211  CORS        -  This is a GPS Continuously Operating Reference Station.
 DP6211  DESIGNATION -  LPOC 40170M001
 DP6211  CORS_ID     -  LPOC
 DP6211  PID         -  DP6211
 DP6211  STATE/COUNTY-  PQ/KAMOURASKA
 DP6211  COUNTRY     -  CANADA
 DP6211  NTS MAPSHEET-  ILE AUX COUDRES (2020)
 DP6211
 DP6211                         *CURRENT SURVEY CONTROL
 DP6211  ______________________________________________________________________
 DP6211* NAD 83(2011) POSITION- 47 20 28.97994(N) 070 00 30.79482(W)   ADJUSTED
 DP6211* NAD 83(2011) ELLIP HT-   104.331 (meters)        (12/??/22)   ADJUSTED
 DP6211* NAD 83(2011) EPOCH   -  2010.00
 DP6211  ______________________________________________________________________
 DP6211  GEOID HEIGHT    -        -27.820 (meters)                     EGM08
 DP6211  NAD 83(2011) X  -  1,480,313.882 (meters)                     COMP
 DP6211  NAD 83(2011) Y  - -4,069,019.048 (meters)                     COMP
 DP6211  NAD 83(2011) Z  -  4,667,642.557 (meters)                     COMP
 DP6211
 DP6211.Formal positional accuracy estimates are not available for this CORS
 DP6211.because its coordinates were determined in part using modeled
 DP6211.velocities. Approximate one-sigma accuracies for latitude, longitude,
 DP6211.and ellipsoid height can be obtained from the short-term time series.
 DP6211.Additional information regarding modeled velocities is available on
 DP6211.the CORS Coordinates for MYCS2 web page:
 DP6211.https://www.ngs.noaa.gov/CORS/news/mycs2/mycs2.shtml.
 DP6211
 DP6211.The positional and height information provided upon this datasheet are not
 DP6211.officially recognized by the Government of Canada, provincial governments
 DP6211.within Canada, nor are they intended to replace or substitute for them.
 DP6211.The intent of sharing this data is to allow access to positions or heights
 DP6211.recognized by the United States Government. Passive control that is used by
 DP6211.both nations may share the same or similar designations or descriptions but
 DP6211.do not share official positions or heights. The 'Station Description' may
 DP6211.originate from a Canadian 'Station Report' and if so contains information
 DP6211.licensed under the 'Open Government License - Canada'.
 DP6211
 DP6211.The horizontal coordinates were established by GPS observations
 DP6211.and adjusted by the National Geodetic Survey in December 2022.
 DP6211
 DP6211.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6211.been affixed to the stable North American Tectonic Plate. 
 DP6211
 DP6211.The horizontal coordinates are valid at the epoch date displayed above
 DP6211.which is a decimal equivalence of Year/Month/Day.
 DP6211
 DP6211.Due to the release of the International GNSS Service (IGS) 2014
 DP6211.realization of the International Terrestrial Reference Frame of 2014
 DP6211.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DP6211.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DP6211.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DP6211.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DP6211.currently published epoch of 2010.00.
 DP6211
 DP6211.Additional information on MYCS2 is available at
 DP6211.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DP6211
 DP6211.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6211
 DP6211.Click photographs - Photos may exist for this station.
 DP6211
 DP6211.The XYZ, and position/ellipsoidal ht. are equivalent.
 DP6211
 DP6211.The ellipsoidal height was determined by GPS observations
 DP6211.and is referenced to NAD 83.
 DP6211
 DP6211. The following values were computed from the NAD 83(2011) position.
 DP6211
 DP6211;                    North         East     Units Scale Factor Converg.
 DP6211;UTM  19      - 5,243,595.074   423,814.163   MT  0.99967133   -0 44 30.2
 DP6211
 DP6211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6211!UTM  19      -   0.99998365  x   0.99967133  =   0.99965498
 DP6211
 DP6211_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN2381443595(NAD 83)
 DP6211
 DP6211                          SUPERSEDED SURVEY CONTROL
 DP6211
 DP6211  NAD 83(2011)-  47 20 28.97994(N)    070 00 30.79480(W) AD(2010.00) A
 DP6211  ELLIP H (05/??/21)  104.321  (m)                       GP(2010.00) 4 1
 DP6211  NAD 83(2011)-  47 20 28.97995(N)    070 00 30.79480(W) AD(2010.00) A
 DP6211  ELLIP H (07/??/20)  104.330  (m)                       GP(2010.00) 4 1
 DP6211  NAD 83(2011)-  47 20 28.97994(N)    070 00 30.79478(W) AD(2010.00) A
 DP6211  ELLIP H (06/??/19)  104.323  (m)                       GP(2010.00) 4 1
 DP6211  NAD 83(2011)-  47 20 28.97992(N)    070 00 30.79467(W) AD(2010.00) A
 DP6211  ELLIP H (02/??/15)  104.316  (m)                       GP(2010.00) 4 1
 DP6211
 DP6211.Superseded values are not recommended for survey control.
 DP6211
 DP6211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP6211.See file dsdata.pdf to determine how the superseded data were derived.
 DP6211
 DP6211_STAMPING: 962002
 DP6211
 DP6211                          STATION DESCRIPTION
 DP6211
 DP6211'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'LPOC'
 DP6211'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DP6211'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DP6211'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DP6211'   https://geodesy.noaa.gov/corsdata/coord/coord_14
 DP6211'   https://geodesy.noaa.gov/corsdata/station_log
 DP6211'   https://geodesy.noaa.gov/CORS
 DP6211'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 OG1019 ***********************************************************************
 OG1019  DESIGNATION -  LUNDY IWC
 OG1019  PID         -  OG1019
 OG1019  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 OG1019  COUNTRY     -  CANADA
 OG1019  NTS MAPSHEET-  NIAGARA (2020)
 OG1019
 OG1019                         *CURRENT SURVEY CONTROL
 OG1019  ______________________________________________________________________
 OG1019* NAD 83(1996) POSITION- 43 04 38.52902(N) 079 04 44.34457(W)   ADJUSTED
 OG1019* NAVD 88 ORTHO HEIGHT -   160.    (meters)      525.    (feet) SCALED
 OG1019  ______________________________________________________________________
 OG1019  GEOID HEIGHT    -        -36.312 (meters)                     EGM08
 OG1019  HORZ ORDER      -  THIRD
 OG1019
 OG1019.The positional and height information provided upon this datasheet are not
 OG1019.officially recognized by the Government of Canada, provincial governments
 OG1019.within Canada, nor are they intended to replace or substitute for them.
 OG1019.The intent of sharing this data is to allow access to positions or heights
 OG1019.recognized by the United States Government. Passive control that is used by
 OG1019.both nations may share the same or similar designations or descriptions but
 OG1019.do not share official positions or heights. The 'Station Description' may
 OG1019.originate from a Canadian 'Station Report' and if so contains information
 OG1019.licensed under the 'Open Government License - Canada'.
 OG1019
 OG1019.The horizontal coordinates were established by classical geodetic methods
 OG1019.and adjusted by the National Geodetic Survey in January 1999.
 OG1019
 OG1019.The orthometric height was scaled from a topographic map.
 OG1019
 OG1019.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG1019
 OG1019.Click photographs - Photos may exist for this station.
 OG1019
 OG1019. The following values were computed from the NAD 83(1996) position.
 OG1019
 OG1019;                    North         East     Units Scale Factor Converg.
 OG1019;UTM  17      - 4,771,197.452   656,384.212   MT  0.99990086   +1 18 44.2
 OG1019
 OG1019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG1019!UTM  17      -   0.99998063  x   0.99990086  =   0.99988149
 OG1019
 OG1019:                Primary Azimuth Mark                     Grid Az
 OG1019:UTM  17      -  QUEEN IWC                                010 49 59.8
 OG1019
 OG1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5638471197(NAD 83)
 OG1019
 OG1019|---------------------------------------------------------------------|
 OG1019| PID    Reference Object                     Distance      Geod. Az  |
 OG1019|                                                           dddmmss.s |
 OG1019| OG1016 QUEEN IWC                           APPROX. 0.7 KM 0120844.0 |
 OG1019|---------------------------------------------------------------------|
 OG1019
 OG1019                          SUPERSEDED SURVEY CONTROL
 OG1019
 OG1019  NAD 83(1986)-  43 04 38.53503(N)    079 04 44.34239(W) AD(       ) 3
 OG1019  NAD 27      -  43 04 38.33265(N)    079 04 45.17803(W) AD(       ) 3
 OG1019
 OG1019.Superseded values are not recommended for survey control.
 OG1019
 OG1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG1019.See file dsdata.pdf to determine how the superseded data were derived.
 OG1019
 OG1019_MARKER: DD = SURVEY DISK
 OG1019_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OG1019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG1019
 OG1019  HISTORY     - Date     Condition        Report By
 OG1019  HISTORY     - 1912     MONUMENTED       IWC
 OG1019  HISTORY     - 1941     GOOD             IBC
 OG1019  HISTORY     - 1971     MARK NOT FOUND   IBC
 OG1019
 OG1019                          STATION DESCRIPTION
 OG1019
 OG1019'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1912 (JLS)
 OG1019'ON THE CANADIAN SIDE OF THE NIAGARA RIVER, A LITTLE UPSTREAM FROM
 OG1019'THE CREST OF THE HORSESHOE FALLS, ON THE GROUNDS OF THE ONTARIO
 OG1019'HYDROELECTRIC POWER COMPANY.  THE STATION IS ABOUT 4 FEET FROM THE
 OG1019'EDGE OF THE RIVER BANK AT A POINT OPPOSITE THE SOUTHERNMOST END OF THE
 OG1019'CURVE OF THE HORSESHOE FALLS.  THE BANK IS PROTECTED AT THIS POINT BY
 OG1019'A HEAVY RIP - RAP.  THE STATION IS 5 FEET FROM A FOOTPATH AND ABOUT
 OG1019'70 FEET FROM THE EAST CURB OF THE BOULEVARD IN QUEEN VICTORIA PARK.
 OG1019'
 OG1019'STATION MARK, AN IBC STANDARD BRONZE - DISK STATION MARK SET FLUSH
 OG1019'WITH WITH THE SURFACE OF THE GROUND IN THE TOP OF A CYLINDER OF
 OG1019'CONCRETE 8 INCHES IN DIAMETER AND 18 INCHES IN DEPTH.  THE
 OG1019'SUBSURFACE MARK IS A BRASS SCREW SET 18 INCHES UNDERGROUND IN A
 OG1019'SIMILAR CYLINDER OF CONCRETE.  STATION---LUNDY-SUB---IS 65.79 FEET
 OG1019'FROM THE STATION, N 09 DEG 38 MIN E.
 OG1019
 OG1019                          STATION RECOVERY (1941)
 OG1019
 OG1019'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 OG1019'STATION RECOVERED IN GOOD CONDITION.
 OG1019
 OG1019                          STATION RECOVERY (1971)
 OG1019
 OG1019'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 OG1019'STATION SEARCHED FOR BUT NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 OG1077 ***********************************************************************
 OG1077  DESIGNATION -  LUNDY SUB IBC
 OG1077  PID         -  OG1077
 OG1077  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 OG1077  COUNTRY     -  CANADA
 OG1077  NTS MAPSHEET-  NIAGARA (2020)
 OG1077
 OG1077                         *CURRENT SURVEY CONTROL
 OG1077  ______________________________________________________________________
 OG1077* NAD 83(1996) POSITION- 43 04 39.16956(N) 079 04 44.19622(W)   ADJUSTED
 OG1077* NAVD 88 ORTHO HEIGHT -   160.    (meters)      525.    (feet) SCALED
 OG1077  ______________________________________________________________________
 OG1077  GEOID HEIGHT    -        -36.312 (meters)                     EGM08
 OG1077  HORZ ORDER      -  THIRD
 OG1077
 OG1077.The positional and height information provided upon this datasheet are not
 OG1077.officially recognized by the Government of Canada, provincial governments
 OG1077.within Canada, nor are they intended to replace or substitute for them.
 OG1077.The intent of sharing this data is to allow access to positions or heights
 OG1077.recognized by the United States Government. Passive control that is used by
 OG1077.both nations may share the same or similar designations or descriptions but
 OG1077.do not share official positions or heights. The 'Station Description' may
 OG1077.originate from a Canadian 'Station Report' and if so contains information
 OG1077.licensed under the 'Open Government License - Canada'.
 OG1077
 OG1077.The horizontal coordinates were established by classical geodetic methods
 OG1077.and adjusted by the National Geodetic Survey in January 1999.
 OG1077
 OG1077.The orthometric height was scaled from a topographic map.
 OG1077
 OG1077.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG1077
 OG1077.Click photographs - Photos may exist for this station.
 OG1077
 OG1077. The following values were computed from the NAD 83(1996) position.
 OG1077
 OG1077;                    North         East     Units Scale Factor Converg.
 OG1077;UTM  17      - 4,771,217.288   656,387.114   MT  0.99990087   +1 18 44.4
 OG1077
 OG1077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG1077!UTM  17      -   0.99998063  x   0.99990087  =   0.99988150
 OG1077
 OG1077:                Primary Azimuth Mark                     Grid Az
 OG1077:UTM  17      -  QUEEN SUB IBC                            010 43 33.0
 OG1077
 OG1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5638771217(NAD 83)
 OG1077
 OG1077|---------------------------------------------------------------------|
 OG1077| PID    Reference Object                     Distance      Geod. Az  |
 OG1077|                                                           dddmmss.s |
 OG1077| OG1017 QUEEN SUB IBC                       APPROX. 0.7 KM 0120217.4 |
 OG1077| OG1018 REF MON 20 41 IWC                   169.274 METERS 01650     |
 OG1077| OG1008 NF GEN BROCK HOTEL POLE             APPROX. 1.7 KM 0205010.2 |
 OG1077| OG1076 TERRAPIN USLS                       491.061 METERS 0511419.8 |
 OG1077| OG0907 NIAGARA FALLS UNIT OFF BLDG FP      APPROX. 1.6 KM 0575711.1 |
 OG1077| OG1019 LUNDY IWC                            20.050 METERS 18938     |
 OG1077| OG1078 CANAL USLS                            6.242 METERS 25430     |
 OG1077|---------------------------------------------------------------------|
 OG1077
 OG1077                          SUPERSEDED SURVEY CONTROL
 OG1077
 OG1077  NAD 83(1986)-  43 04 39.17557(N)    079 04 44.19404(W) AD(       ) 3
 OG1077  NAD 27      -  43 04 38.97321(N)    079 04 45.02968(W) AD(       ) 3
 OG1077
 OG1077.Superseded values are not recommended for survey control.
 OG1077
 OG1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG1077.See file dsdata.pdf to determine how the superseded data were derived.
 OG1077
 OG1077_MARKER: Z = SEE DESCRIPTION
 OG1077_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OG1077+WITH SETTING: PAVEMENT
 OG1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG1077+STABILITY: SURFACE MOTION
 OG1077
 OG1077  HISTORY     - Date     Condition        Report By
 OG1077  HISTORY     - 1941     MONUMENTED       IBC
 OG1077  HISTORY     - 1956     GOOD             IBC
 OG1077  HISTORY     - 1971     MARK NOT FOUND   IBC
 OG1077
 OG1077                          STATION DESCRIPTION
 OG1077
 OG1077'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGM)
 OG1077'ON THE CANADIAN SIDE OF THE NIAGARA RIVER, A LITTLE UPSTREAM FROM THE
 OG1077'CREST OF THE HORSESHOE FALLS, ON THE PROPERTY OF THE ONTARIO
 OG1077'HYDROELECTRIC POWER COMPANY.  IT IS SITUATED ON A CONCRETE PIER ABOUT
 OG1077'4 FEET FROM THE WATERS EDGE AND ABOUT 8 FEET ABOVE THE WATER LEVEL.
 OG1077'THE STATION IS ABOUT 225 FEET NORTHEASTERLY OF A SMALL STONE
 OG1077'OCTAGON - SHAPED GARDNERS HOUSE.  IT IS 20.48 FEET EAST OF
 OG1077'TRIANGULATION STATION---CANAL-U.S.L.S.---WHICH IS MARKED BY A CROSS
 OG1077'CUT IN A ONE - FOURTH INCH BOLT IN THE TOP OF A ROUGH STONE 12 BY 18
 OG1077'BY 18 INCHES PLACED 3 INCHES UNDERGROUND.  IT IS 21.35 FT FROM THE
 OG1077'NORTHEAST CORNER OF THE PIER AND 5.04 FEET FROM THE SOUTHEAST CORNER
 OG1077'OF THE PIER.
 OG1077'
 OG1077'STATION MARK, A ONE - HALF INCH COPPER PLUG WITH A DRILL HOLE IN THE
 OG1077'CENTER OF A CROSS CUT IN ONE END.  THE PLUG IS CEMENTED FLUSH WITH
 OG1077'THE SURFACE OF THE PIER IN A DRILL HOLE IN THE CONCRETE.
 OG1077
 OG1077                          STATION RECOVERY (1956)
 OG1077
 OG1077'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956 (NWS)
 OG1077'STATION RECOVERED IN GOOD CONDITION.
 OG1077
 OG1077                          STATION RECOVERY (1971)
 OG1077
 OG1077'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 OG1077'STATION SEARCHED FOR BUT NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 DQ9594 ***********************************************************************
 DQ9594  DESIGNATION -  M052000
 DQ9594  PID         -  DQ9594
 DQ9594  STATE/COUNTY-  PQ/LAVAL
 DQ9594  COUNTRY     -  CANADA
 DQ9594  NTS MAPSHEET-  SAINT-RAPHAEL (2020)
 DQ9594
 DQ9594                         *CURRENT SURVEY CONTROL
 DQ9594  ______________________________________________________________________
 DQ9594* NAD 83(2011) POSITION- 46 59 48.98496(N) 070 48 32.43437(W)   ADJUSTED
 DQ9594* NAD 83(2011) ELLIP HT-   -22.472 (meters)        (09/20/18)   ADJUSTED
 DQ9594* NAD 83(2011) EPOCH   -  2010.00
 DQ9594* NAVD 88 ORTHO HEIGHT -     5.1   (meters)       17.    (feet) GPS OBS
 DQ9594  ______________________________________________________________________
 DQ9594  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ9594  GEOID HEIGHT    -        -27.557 (meters)                     GEOID12B
 DQ9594  GEOID HEIGHT    -        -28.253 (meters)                     EGM08
 DQ9594  NAD 83(2011) X  -  1,432,527.747 (meters)                     COMP
 DQ9594  NAD 83(2011) Y  - -4,115,743.067 (meters)                     COMP
 DQ9594  NAD 83(2011) Z  -  4,641,516.364 (meters)                     COMP
 DQ9594
 DQ9594  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ9594  Standards:
 DQ9594         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ9594            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ9594  -------------------------------------------------------------------
 DQ9594  NETWORK    0.33   1.00           0.15   0.11   0.51      0.02210384
 DQ9594  -------------------------------------------------------------------
 DQ9594  Click here for local accuracies and other accuracy information.
 DQ9594
 DQ9594.The positional and height information provided upon this datasheet are not
 DQ9594.officially recognized by the Government of Canada, provincial governments
 DQ9594.within Canada, nor are they intended to replace or substitute for them.
 DQ9594.The intent of sharing this data is to allow access to positions or heights
 DQ9594.recognized by the United States Government. Passive control that is used by
 DQ9594.both nations may share the same or similar designations or descriptions but
 DQ9594.do not share official positions or heights. The 'Station Description' may
 DQ9594.originate from a Canadian 'Station Report' and if so contains information
 DQ9594.licensed under the 'Open Government License - Canada'.
 DQ9594
 DQ9594.The horizontal coordinates were established by GPS observations
 DQ9594.and adjusted by the National Geodetic Survey in September 2018.
 DQ9594
 DQ9594.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ9594.been affixed to the stable North American tectonic plate. See 
 DQ9594.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ9594
 DQ9594.The horizontal coordinates are valid at the epoch date displayed above
 DQ9594.which is a decimal equivalence of Year/Month/Day.
 DQ9594
 DQ9594.The orthometric height was determined by GPS observations and a
 DQ9594.high-resolution geoid model.
 DQ9594
 DQ9594.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9594
 DQ9594.Click photographs - Photos may exist for this station.
 DQ9594
 DQ9594.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ9594
 DQ9594.The ellipsoidal height was determined by GPS observations
 DQ9594.and is referenced to NAD 83.
 DQ9594
 DQ9594. The following values were computed from the NAD 83(2011) position.
 DQ9594
 DQ9594;                    North         East     Units Scale Factor Converg.
 DQ9594;UTM  19      - 5,206,412.217   362,462.718   MT  0.99983250   -1 19 23.4
 DQ9594
 DQ9594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ9594!UTM  19      -   1.00000352  x   0.99983250  =   0.99983602
 DQ9594
 DQ9594_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCN6246206412(NAD 83)
 DQ9594
 DQ9594                          SUPERSEDED SURVEY CONTROL
 DQ9594
 DQ9594.No superseded survey control is available for this station.
 DQ9594
 DQ9594_MARKER: DD = SURVEY DISK
 DQ9594_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ9594_SP_SET: WHARF DECK
 DQ9594_STAMPING: M052000
 DQ9594_MARK LOGO: GSC
 DQ9594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ9594+STABILITY: SURFACE MOTION
 DQ9594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9594+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2015
 DQ9594
 DQ9594  HISTORY     - Date     Condition        Report By
 DQ9594  HISTORY     - UNK      MONUMENTED
 DQ9594  HISTORY     - 20150831 GOOD             CADNR
 DQ9594
 DQ9594                          STATION DESCRIPTION
 DQ9594
 DQ9594'DESCRIBED BY CANADIAN DEPT NAT RES 2015 (RJS)
 DQ9594'THE STATION IS ON THE SOUTHWEST SIDE OF A WHARF, ABOUT HALFWAY ALONG
 DQ9594'THE LENGTH OF WHARF, ON THE CONCRETE BASE FOR THE SECOND BOLLARD FROM
 DQ9594'SHORE. THE BOLLARD BASE IS ON WHARF DECK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 DQ9590 ***********************************************************************
 DQ9590  DESIGNATION -  M052001X
 DQ9590  PID         -  DQ9590
 DQ9590  STATE/COUNTY-  PQ/BECANCOUR
 DQ9590  COUNTRY     -  CANADA
 DQ9590  NTS MAPSHEET-  BECANCOUR (2020)
 DQ9590
 DQ9590                         *CURRENT SURVEY CONTROL
 DQ9590  ______________________________________________________________________
 DQ9590* NAD 83(2011) POSITION- 46 24 10.83321(N) 072 22 51.43200(W)   ADJUSTED
 DQ9590* NAD 83(2011) ELLIP HT-   -22.386 (meters)        (09/20/18)   ADJUSTED
 DQ9590* NAD 83(2011) EPOCH   -  2010.00
 DQ9590* NAVD 88 ORTHO HEIGHT -     7.9   (meters)       26.    (feet) GPS OBS
 DQ9590  ______________________________________________________________________
 DQ9590  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ9590  GEOID HEIGHT    -        -30.231 (meters)                     GEOID12B
 DQ9590  GEOID HEIGHT    -        -30.897 (meters)                     EGM08
 DQ9590  NAD 83(2011) X  -  1,333,629.158 (meters)                     COMP
 DQ9590  NAD 83(2011) Y  - -4,199,287.834 (meters)                     COMP
 DQ9590  NAD 83(2011) Z  -  4,596,236.070 (meters)                     COMP
 DQ9590
 DQ9590  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ9590  Standards:
 DQ9590         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ9590            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ9590  -------------------------------------------------------------------
 DQ9590  NETWORK    0.31   0.90           0.14   0.11   0.46     -0.10777951
 DQ9590  -------------------------------------------------------------------
 DQ9590  Click here for local accuracies and other accuracy information.
 DQ9590
 DQ9590.The positional and height information provided upon this datasheet are not
 DQ9590.officially recognized by the Government of Canada, provincial governments
 DQ9590.within Canada, nor are they intended to replace or substitute for them.
 DQ9590.The intent of sharing this data is to allow access to positions or heights
 DQ9590.recognized by the United States Government. Passive control that is used by
 DQ9590.both nations may share the same or similar designations or descriptions but
 DQ9590.do not share official positions or heights. The 'Station Description' may
 DQ9590.originate from a Canadian 'Station Report' and if so contains information
 DQ9590.licensed under the 'Open Government License - Canada'.
 DQ9590
 DQ9590.The horizontal coordinates were established by GPS observations
 DQ9590.and adjusted by the National Geodetic Survey in September 2018.
 DQ9590
 DQ9590.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ9590.been affixed to the stable North American tectonic plate. See 
 DQ9590.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ9590
 DQ9590.The horizontal coordinates are valid at the epoch date displayed above
 DQ9590.which is a decimal equivalence of Year/Month/Day.
 DQ9590
 DQ9590.The orthometric height was determined by GPS observations and a
 DQ9590.high-resolution geoid model.
 DQ9590
 DQ9590.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9590
 DQ9590.Click photographs - Photos may exist for this station.
 DQ9590
 DQ9590.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ9590
 DQ9590.The ellipsoidal height was determined by GPS observations
 DQ9590.and is referenced to NAD 83.
 DQ9590
 DQ9590. The following values were computed from the NAD 83(2011) position.
 DQ9590
 DQ9590;                    North         East     Units Scale Factor Converg.
 DQ9590;UTM  18      - 5,142,159.549   701,318.106   MT  1.00009822   +1 53 50.5
 DQ9590
 DQ9590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ9590!UTM  18      -   1.00000351  x   1.00009822  =   1.00010173
 DQ9590
 DQ9590_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYS0131842159(NAD 83)
 DQ9590
 DQ9590                          SUPERSEDED SURVEY CONTROL
 DQ9590
 DQ9590.No superseded survey control is available for this station.
 DQ9590
 DQ9590_MARKER: Z = SEE DESCRIPTION
 DQ9590_SETTING: 0 = UNSPECIFIED SETTING
 DQ9590_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ9590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ9590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9590+SATELLITE: SATELLITE OBSERVATIONS - 2015
 DQ9590
 DQ9590  HISTORY     - Date     Condition        Report By
 DQ9590  HISTORY     - 2015     MONUMENTED       CADNR
 DQ9590
 DQ9590                          STATION DESCRIPTION
 DQ9590
 DQ9590'DESCRIBED BY CANADIAN DEPT NAT RES 2015 (RJS)
 DQ9590'THIS IS A TEMPORARY ECCENTRIC POINT SET IN VICINITY OF STATION
 DQ9590'M052001. NO OTHER INFORMATION PROVIDED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 DQ9596 ***********************************************************************
 DQ9596  DESIGNATION -  M152001
 DQ9596  PID         -  DQ9596
 DQ9596  STATE/COUNTY-  PQ/QUEBEC
 DQ9596  COUNTRY     -  CANADA
 DQ9596  NTS MAPSHEET-  QUEBEC (2020)
 DQ9596
 DQ9596                         *CURRENT SURVEY CONTROL
 DQ9596  ______________________________________________________________________
 DQ9596* NAD 83(2011) POSITION- 46 48 39.42055(N) 071 12 06.37243(W)   ADJUSTED
 DQ9596* NAD 83(2011) ELLIP HT-   -23.371 (meters)        (09/20/18)   ADJUSTED
 DQ9596* NAD 83(2011) EPOCH   -  2010.00
 DQ9596* NAVD 88 ORTHO HEIGHT -     4.8   (meters)       16.    (feet) GPS OBS
 DQ9596  ______________________________________________________________________
 DQ9596  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ9596  GEOID HEIGHT    -        -28.119 (meters)                     GEOID12B
 DQ9596  GEOID HEIGHT    -        -28.821 (meters)                     EGM08
 DQ9596  NAD 83(2011) X  -  1,409,145.959 (meters)                     COMP
 DQ9596  NAD 83(2011) Y  - -4,139,758.285 (meters)                     COMP
 DQ9596  NAD 83(2011) Z  -  4,627,389.211 (meters)                     COMP
 DQ9596
 DQ9596  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ9596  Standards:
 DQ9596         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ9596            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ9596  -------------------------------------------------------------------
 DQ9596  NETWORK    0.28   0.84           0.13   0.09   0.43     -0.08244952
 DQ9596  -------------------------------------------------------------------
 DQ9596  Click here for local accuracies and other accuracy information.
 DQ9596
 DQ9596.The positional and height information provided upon this datasheet are not
 DQ9596.officially recognized by the Government of Canada, provincial governments
 DQ9596.within Canada, nor are they intended to replace or substitute for them.
 DQ9596.The intent of sharing this data is to allow access to positions or heights
 DQ9596.recognized by the United States Government. Passive control that is used by
 DQ9596.both nations may share the same or similar designations or descriptions but
 DQ9596.do not share official positions or heights. The 'Station Description' may
 DQ9596.originate from a Canadian 'Station Report' and if so contains information
 DQ9596.licensed under the 'Open Government License - Canada'.
 DQ9596
 DQ9596.The horizontal coordinates were established by GPS observations
 DQ9596.and adjusted by the National Geodetic Survey in September 2018.
 DQ9596
 DQ9596.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ9596.been affixed to the stable North American tectonic plate. See 
 DQ9596.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ9596
 DQ9596.The horizontal coordinates are valid at the epoch date displayed above
 DQ9596.which is a decimal equivalence of Year/Month/Day.
 DQ9596
 DQ9596.The orthometric height was determined by GPS observations and a
 DQ9596.high-resolution geoid model.
 DQ9596
 DQ9596.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9596
 DQ9596.Click photographs - Photos may exist for this station.
 DQ9596
 DQ9596.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ9596
 DQ9596.The ellipsoidal height was determined by GPS observations
 DQ9596.and is referenced to NAD 83.
 DQ9596
 DQ9596. The following values were computed from the NAD 83(2011) position.
 DQ9596
 DQ9596;                    North         East     Units Scale Factor Converg.
 DQ9596;UTM  19      - 5,186,509.794   332,022.206   MT  0.99994682   -1 36 20.5
 DQ9596
 DQ9596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ9596!UTM  19      -   1.00000366  x   0.99994682  =   0.99995048
 DQ9596
 DQ9596_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCM3202286509(NAD 83)
 DQ9596
 DQ9596|---------------------------------------------------------------------|
 DQ9596| PID    Reference Object                     Distance      Geod. Az  |
 DQ9596|                                                           dddmmss.s |
 DQ9596| DQ9597 M152002                             249.633 METERS 19408     |
 DQ9596|---------------------------------------------------------------------|
 DQ9596
 DQ9596                          SUPERSEDED SURVEY CONTROL
 DQ9596
 DQ9596.No superseded survey control is available for this station.
 DQ9596
 DQ9596_MARKER: DD = SURVEY DISK
 DQ9596_SETTING: 0 = UNSPECIFIED SETTING
 DQ9596_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ9596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ9596+STABILITY: SURFACE MOTION
 DQ9596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9596+SATELLITE: SATELLITE OBSERVATIONS - 2015
 DQ9596
 DQ9596  HISTORY     - Date     Condition        Report By
 DQ9596  HISTORY     - 2015     MONUMENTED       CADNR
 DQ9596
 DQ9596                          STATION DESCRIPTION
 DQ9596
 DQ9596'DESCRIBED BY CANADIAN DEPT NAT RES 2015 (RJS)
 DQ9596'NO DESCRIPTIVE DATA SUBMITTED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 DQ9597 ***********************************************************************
 DQ9597  DESIGNATION -  M152002
 DQ9597  PID         -  DQ9597
 DQ9597  STATE/COUNTY-  PQ/QUEBEC
 DQ9597  COUNTRY     -  CANADA
 DQ9597  NTS MAPSHEET-  QUEBEC (2020)
 DQ9597
 DQ9597                         *CURRENT SURVEY CONTROL
 DQ9597  ______________________________________________________________________
 DQ9597* NAD 83(2011) POSITION- 46 48 31.58097(N) 071 12 09.24594(W)   ADJUSTED
 DQ9597* NAD 83(2011) ELLIP HT-   -23.293 (meters)        (09/20/18)   ADJUSTED
 DQ9597* NAD 83(2011) EPOCH   -  2010.00
 DQ9597* NAVD 88 ORTHO HEIGHT -     4.8   (meters)       16.    (feet) GPS OBS
 DQ9597  ______________________________________________________________________
 DQ9597  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ9597  GEOID HEIGHT    -        -28.126 (meters)                     GEOID12B
 DQ9597  GEOID HEIGHT    -        -28.828 (meters)                     EGM08
 DQ9597  NAD 83(2011) X  -  1,409,145.177 (meters)                     COMP
 DQ9597  NAD 83(2011) Y  - -4,139,945.052 (meters)                     COMP
 DQ9597  NAD 83(2011) Z  -  4,627,223.581 (meters)                     COMP
 DQ9597
 DQ9597  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ9597  Standards:
 DQ9597         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ9597            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ9597  -------------------------------------------------------------------
 DQ9597  NETWORK    0.35   0.86           0.15   0.13   0.44     -0.17051457
 DQ9597  -------------------------------------------------------------------
 DQ9597  Click here for local accuracies and other accuracy information.
 DQ9597
 DQ9597.The positional and height information provided upon this datasheet are not
 DQ9597.officially recognized by the Government of Canada, provincial governments
 DQ9597.within Canada, nor are they intended to replace or substitute for them.
 DQ9597.The intent of sharing this data is to allow access to positions or heights
 DQ9597.recognized by the United States Government. Passive control that is used by
 DQ9597.both nations may share the same or similar designations or descriptions but
 DQ9597.do not share official positions or heights. The 'Station Description' may
 DQ9597.originate from a Canadian 'Station Report' and if so contains information
 DQ9597.licensed under the 'Open Government License - Canada'.
 DQ9597
 DQ9597.The horizontal coordinates were established by GPS observations
 DQ9597.and adjusted by the National Geodetic Survey in September 2018.
 DQ9597
 DQ9597.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ9597.been affixed to the stable North American tectonic plate. See 
 DQ9597.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ9597
 DQ9597.The horizontal coordinates are valid at the epoch date displayed above
 DQ9597.which is a decimal equivalence of Year/Month/Day.
 DQ9597
 DQ9597.The orthometric height was determined by GPS observations and a
 DQ9597.high-resolution geoid model.
 DQ9597
 DQ9597.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9597
 DQ9597.Click photographs - Photos may exist for this station.
 DQ9597
 DQ9597.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ9597
 DQ9597.The ellipsoidal height was determined by GPS observations
 DQ9597.and is referenced to NAD 83.
 DQ9597
 DQ9597. The following values were computed from the NAD 83(2011) position.
 DQ9597
 DQ9597;                    North         East     Units Scale Factor Converg.
 DQ9597;UTM  19      - 5,186,269.525   331,954.526   MT  0.99994710   -1 36 22.3
 DQ9597
 DQ9597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ9597!UTM  19      -   1.00000365  x   0.99994710  =   0.99995075
 DQ9597
 DQ9597_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCM3195486269(NAD 83)
 DQ9597
 DQ9597|---------------------------------------------------------------------|
 DQ9597| PID    Reference Object                     Distance      Geod. Az  |
 DQ9597|                                                           dddmmss.s |
 DQ9597| DQ9596 M152001                             249.633 METERS 01408     |
 DQ9597|---------------------------------------------------------------------|
 DQ9597
 DQ9597                          SUPERSEDED SURVEY CONTROL
 DQ9597
 DQ9597.No superseded survey control is available for this station.
 DQ9597
 DQ9597_MARKER: DD = SURVEY DISK
 DQ9597_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ9597_SP_SET: BOLLARD CONCRETE BASE
 DQ9597_MARK LOGO: CANCG
 DQ9597_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ9597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ9597+STABILITY: SURFACE MOTION
 DQ9597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9597+SATELLITE: SATELLITE OBSERVATIONS - 2015
 DQ9597
 DQ9597  HISTORY     - Date     Condition        Report By
 DQ9597  HISTORY     - 2015     MONUMENTED       CADNR
 DQ9597
 DQ9597                          STATION DESCRIPTION
 DQ9597
 DQ9597'DESCRIBED BY CANADIAN DEPT NAT RES 2015 (RJS)
 DQ9597'THE STATION IS ON THE CANADIAN COAST GUARD PIER, A DISK IN TOP OF THE
 DQ9597'CONCRETE PAD FOR BOLLARD NUMBER D14.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 DQ9588 ***********************************************************************
 DQ9588  DESIGNATION -  M152003
 DQ9588  PID         -  DQ9588
 DQ9588  STATE/COUNTY-  PQ/MARGUERITE D YOUVILLE
 DQ9588  COUNTRY     -  CANADA
 DQ9588  NTS MAPSHEET-  VERCHERES (2020)
 DQ9588
 DQ9588                         *CURRENT SURVEY CONTROL
 DQ9588  ______________________________________________________________________
 DQ9588* NAD 83(2011) POSITION- 45 49 57.69291(N) 073 16 59.72491(W)   ADJUSTED
 DQ9588* NAD 83(2011) ELLIP HT-   -21.998 (meters)        (09/20/18)   ADJUSTED
 DQ9588* NAD 83(2011) EPOCH   -  2010.00
 DQ9588* NAVD 88 ORTHO HEIGHT -     9.2   (meters)       30.    (feet) GPS OBS
 DQ9588  ______________________________________________________________________
 DQ9588  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ9588  GEOID HEIGHT    -        -31.187 (meters)                     GEOID12B
 DQ9588  GEOID HEIGHT    -        -31.845 (meters)                     EGM08
 DQ9588  NAD 83(2011) X  -  1,280,478.108 (meters)                     COMP
 DQ9588  NAD 83(2011) Y  - -4,263,528.835 (meters)                     COMP
 DQ9588  NAD 83(2011) Z  -  4,552,294.258 (meters)                     COMP
 DQ9588
 DQ9588  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ9588  Standards:
 DQ9588         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ9588            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ9588  -------------------------------------------------------------------
 DQ9588  NETWORK    0.37   1.18           0.17   0.13   0.60     -0.06002010
 DQ9588  -------------------------------------------------------------------
 DQ9588  Click here for local accuracies and other accuracy information.
 DQ9588
 DQ9588.The positional and height information provided upon this datasheet are not
 DQ9588.officially recognized by the Government of Canada, provincial governments
 DQ9588.within Canada, nor are they intended to replace or substitute for them.
 DQ9588.The intent of sharing this data is to allow access to positions or heights
 DQ9588.recognized by the United States Government. Passive control that is used by
 DQ9588.both nations may share the same or similar designations or descriptions but
 DQ9588.do not share official positions or heights. The 'Station Description' may
 DQ9588.originate from a Canadian 'Station Report' and if so contains information
 DQ9588.licensed under the 'Open Government License - Canada'.
 DQ9588
 DQ9588.The horizontal coordinates were established by GPS observations
 DQ9588.and adjusted by the National Geodetic Survey in September 2018.
 DQ9588
 DQ9588.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ9588.been affixed to the stable North American tectonic plate. See 
 DQ9588.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ9588
 DQ9588.The horizontal coordinates are valid at the epoch date displayed above
 DQ9588.which is a decimal equivalence of Year/Month/Day.
 DQ9588
 DQ9588.The orthometric height was determined by GPS observations and a
 DQ9588.high-resolution geoid model.
 DQ9588
 DQ9588.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9588
 DQ9588.Click photographs - Photos may exist for this station.
 DQ9588
 DQ9588.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ9588
 DQ9588.The ellipsoidal height was determined by GPS observations
 DQ9588.and is referenced to NAD 83.
 DQ9588
 DQ9588. The following values were computed from the NAD 83(2011) position.
 DQ9588
 DQ9588;                    North         East     Units Scale Factor Converg.
 DQ9588;UTM  18      - 5,076,891.777   633,330.924   MT  0.99981855   +1 13 53.8
 DQ9588
 DQ9588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ9588!UTM  18      -   1.00000345  x   0.99981855  =   0.99982200
 DQ9588
 DQ9588_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXR3333076891(NAD 83)
 DQ9588
 DQ9588                          SUPERSEDED SURVEY CONTROL
 DQ9588
 DQ9588.No superseded survey control is available for this station.
 DQ9588
 DQ9588_MARKER: Z = SEE DESCRIPTION
 DQ9588_SETTING: 0 = UNSPECIFIED SETTING
 DQ9588_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ9588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ9588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9588+SATELLITE: SATELLITE OBSERVATIONS - 2015
 DQ9588
 DQ9588  HISTORY     - Date     Condition        Report By
 DQ9588  HISTORY     - 2015     MONUMENTED       CADNR
 DQ9588
 DQ9588                          STATION DESCRIPTION
 DQ9588
 DQ9588'DESCRIBED BY CANADIAN DEPT NAT RES 2015 (RJS)
 DQ9588'ANCHOR BOLT EPOXIED IN NEAR GAUGE BUILDING. NO ADDITIONAL INFORMATION
 DQ9588'PROVIDED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 DQ9586 ***********************************************************************
 DQ9586  DESIGNATION -  M152004
 DQ9586  PID         -  DQ9586
 DQ9586  STATE/COUNTY-  PQ/MONTREAL
 DQ9586  COUNTRY     -  CANADA
 DQ9586  NTS MAPSHEET-  LACHINE (2020)
 DQ9586
 DQ9586                         *CURRENT SURVEY CONTROL
 DQ9586  ______________________________________________________________________
 DQ9586* NAD 83(2011) POSITION- 45 25 39.51389(N) 073 49 14.52524(W)   ADJUSTED
 DQ9586* NAD 83(2011) ELLIP HT-    -8.187 (meters)        (09/20/18)   ADJUSTED
 DQ9586* NAD 83(2011) EPOCH   -  2010.00
 DQ9586* NAVD 88 ORTHO HEIGHT -    22.5   (meters)       74.    (feet) GPS OBS
 DQ9586  ______________________________________________________________________
 DQ9586  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ9586  GEOID HEIGHT    -        -30.715 (meters)                     GEOID12B
 DQ9586  GEOID HEIGHT    -        -31.433 (meters)                     EGM08
 DQ9586  NAD 83(2011) X  -  1,249,399.501 (meters)                     COMP
 DQ9586  NAD 83(2011) Y  - -4,306,268.123 (meters)                     COMP
 DQ9586  NAD 83(2011) Z  -  4,520,823.149 (meters)                     COMP
 DQ9586
 DQ9586  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ9586  Standards:
 DQ9586         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ9586            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ9586  -------------------------------------------------------------------
 DQ9586  NETWORK    0.39   1.18           0.18   0.13   0.60     -0.12197021
 DQ9586  -------------------------------------------------------------------
 DQ9586  Click here for local accuracies and other accuracy information.
 DQ9586
 DQ9586.The positional and height information provided upon this datasheet are not
 DQ9586.officially recognized by the Government of Canada, provincial governments
 DQ9586.within Canada, nor are they intended to replace or substitute for them.
 DQ9586.The intent of sharing this data is to allow access to positions or heights
 DQ9586.recognized by the United States Government. Passive control that is used by
 DQ9586.both nations may share the same or similar designations or descriptions but
 DQ9586.do not share official positions or heights. The 'Station Description' may
 DQ9586.originate from a Canadian 'Station Report' and if so contains information
 DQ9586.licensed under the 'Open Government License - Canada'.
 DQ9586
 DQ9586.The horizontal coordinates were established by GPS observations
 DQ9586.and adjusted by the National Geodetic Survey in September 2018.
 DQ9586
 DQ9586.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ9586.been affixed to the stable North American tectonic plate. See 
 DQ9586.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ9586
 DQ9586.The horizontal coordinates are valid at the epoch date displayed above
 DQ9586.which is a decimal equivalence of Year/Month/Day.
 DQ9586
 DQ9586.The orthometric height was determined by GPS observations and a
 DQ9586.high-resolution geoid model.
 DQ9586
 DQ9586.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9586
 DQ9586.Click photographs - Photos may exist for this station.
 DQ9586
 DQ9586.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ9586
 DQ9586.The ellipsoidal height was determined by GPS observations
 DQ9586.and is referenced to NAD 83.
 DQ9586
 DQ9586. The following values were computed from the NAD 83(2011) position.
 DQ9586
 DQ9586;                    North         East     Units Scale Factor Converg.
 DQ9586;UTM  18      - 5,031,134.243   592,252.674   MT  0.99970464   +0 50 24.5
 DQ9586
 DQ9586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ9586!UTM  18      -   1.00000128  x   0.99970464  =   0.99970592
 DQ9586
 DQ9586_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWR9225231134(NAD 83)
 DQ9586
 DQ9586                          SUPERSEDED SURVEY CONTROL
 DQ9586
 DQ9586.No superseded survey control is available for this station.
 DQ9586
 DQ9586_MARKER: Z = SEE DESCRIPTION
 DQ9586_SETTING: 0 = UNSPECIFIED SETTING
 DQ9586_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ9586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ9586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9586+SATELLITE: SATELLITE OBSERVATIONS - 2015
 DQ9586
 DQ9586  HISTORY     - Date     Condition        Report By
 DQ9586  HISTORY     - 2015     MONUMENTED       CADNR
 DQ9586
 DQ9586                          STATION DESCRIPTION
 DQ9586
 DQ9586'DESCRIBED BY CANADIAN DEPT NAT RES 2015 (RJS)
 DQ9586'THE STATION IS A ROBERTSON SCREW SET NEAR TOP OF STAIRS. NO OTHER
 DQ9586'INFORMATION PROVIDED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 DQ9595 ***********************************************************************
 DQ9595  DESIGNATION -  M152005
 DQ9595  PID         -  DQ9595
 DQ9595  STATE/COUNTY-  PQ/CHARLEVOIX
 DQ9595  COUNTRY     -  CANADA
 DQ9595  NTS MAPSHEET-  ILE AUX COUDRES (2020)
 DQ9595
 DQ9595                         *CURRENT SURVEY CONTROL
 DQ9595  ______________________________________________________________________
 DQ9595* NAD 83(2011) POSITION- 47 26 54.11826(N) 070 21 51.36110(W)   ADJUSTED
 DQ9595* NAD 83(2011) ELLIP HT-   -20.262 (meters)        (09/20/18)   ADJUSTED
 DQ9595* NAD 83(2011) EPOCH   -  2010.00
 DQ9595* NAVD 88 ORTHO HEIGHT -     6.5   (meters)       21.    (feet) GPS OBS
 DQ9595  ______________________________________________________________________
 DQ9595  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ9595  GEOID HEIGHT    -        -26.735 (meters)                     GEOID12B
 DQ9595  GEOID HEIGHT    -        -27.356 (meters)                     EGM08
 DQ9595  NAD 83(2011) X  -  1,452,053.342 (meters)                     COMP
 DQ9595  NAD 83(2011) Y  - -4,069,805.933 (meters)                     COMP
 DQ9595  NAD 83(2011) Z  -  4,675,602.585 (meters)                     COMP
 DQ9595
 DQ9595  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ9595  Standards:
 DQ9595         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ9595            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ9595  -------------------------------------------------------------------
 DQ9595  NETWORK    0.35   1.06           0.16   0.12   0.54     -0.04364907
 DQ9595  -------------------------------------------------------------------
 DQ9595  Click here for local accuracies and other accuracy information.
 DQ9595
 DQ9595.The positional and height information provided upon this datasheet are not
 DQ9595.officially recognized by the Government of Canada, provincial governments
 DQ9595.within Canada, nor are they intended to replace or substitute for them.
 DQ9595.The intent of sharing this data is to allow access to positions or heights
 DQ9595.recognized by the United States Government. Passive control that is used by
 DQ9595.both nations may share the same or similar designations or descriptions but
 DQ9595.do not share official positions or heights. The 'Station Description' may
 DQ9595.originate from a Canadian 'Station Report' and if so contains information
 DQ9595.licensed under the 'Open Government License - Canada'.
 DQ9595
 DQ9595.The horizontal coordinates were established by GPS observations
 DQ9595.and adjusted by the National Geodetic Survey in September 2018.
 DQ9595
 DQ9595.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ9595.been affixed to the stable North American tectonic plate. See 
 DQ9595.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ9595
 DQ9595.The horizontal coordinates are valid at the epoch date displayed above
 DQ9595.which is a decimal equivalence of Year/Month/Day.
 DQ9595
 DQ9595.The orthometric height was determined by GPS observations and a
 DQ9595.high-resolution geoid model.
 DQ9595
 DQ9595.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9595
 DQ9595.Click photographs - Photos may exist for this station.
 DQ9595
 DQ9595.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ9595
 DQ9595.The ellipsoidal height was determined by GPS observations
 DQ9595.and is referenced to NAD 83.
 DQ9595
 DQ9595. The following values were computed from the NAD 83(2011) position.
 DQ9595
 DQ9595;                    North         East     Units Scale Factor Converg.
 DQ9595;UTM  19      - 5,255,893.471   397,152.495   MT  0.99972999   -1 00 18.4
 DQ9595
 DQ9595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ9595!UTM  19      -   1.00000318  x   0.99972999  =   0.99973317
 DQ9595
 DQ9595_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCN9715255893(NAD 83)
 DQ9595
 DQ9595                          SUPERSEDED SURVEY CONTROL
 DQ9595
 DQ9595.No superseded survey control is available for this station.
 DQ9595
 DQ9595_MARKER: Z = SEE DESCRIPTION
 DQ9595_SETTING: 0 = UNSPECIFIED SETTING
 DQ9595_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ9595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ9595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9595+SATELLITE: SATELLITE OBSERVATIONS - 2015
 DQ9595
 DQ9595  HISTORY     - Date     Condition        Report By
 DQ9595  HISTORY     - 2015     MONUMENTED       CADNR
 DQ9595
 DQ9595                          STATION DESCRIPTION
 DQ9595
 DQ9595'DESCRIBED BY CANADIAN DEPT NAT RES 2015 (RJS)
 DQ9595'THE STATION IS A LAG BOLT IN THE NORTH FOOTING OF THE FAR EAST
 DQ9595'BOLLARD. NO OTHER INFORMATION PROVIDED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2398 ***********************************************************************
 PG2398  DESIGNATION -  MCDERMOTT
 PG2398  PID         -  PG2398
 PG2398  STATE/COUNTY-  PQ/BROME MISSISQUOI
 PG2398  COUNTRY     -  CANADA
 PG2398  NTS MAPSHEET-  COWANSVILLE (2020)
 PG2398
 PG2398                         *CURRENT SURVEY CONTROL
 PG2398  ______________________________________________________________________
 PG2398* NAD 83(1996) POSITION- 45 03 08.42723(N) 072 52 50.61676(W)   ADJUSTED
 PG2398* NAVD 88 ORTHO HEIGHT -   198.    (meters)      650.    (feet) SCALED
 PG2398  ______________________________________________________________________
 PG2398  GEOID HEIGHT    -        -29.705 (meters)                     EGM08
 PG2398  HORZ ORDER      -  SECOND
 PG2398
 PG2398.The positional and height information provided upon this datasheet are not
 PG2398.officially recognized by the Government of Canada, provincial governments
 PG2398.within Canada, nor are they intended to replace or substitute for them.
 PG2398.The intent of sharing this data is to allow access to positions or heights
 PG2398.recognized by the United States Government. Passive control that is used by
 PG2398.both nations may share the same or similar designations or descriptions but
 PG2398.do not share official positions or heights. The 'Station Description' may
 PG2398.originate from a Canadian 'Station Report' and if so contains information
 PG2398.licensed under the 'Open Government License - Canada'.
 PG2398
 PG2398.The horizontal coordinates were established by classical geodetic methods
 PG2398.and adjusted by the National Geodetic Survey in January 1999.
 PG2398
 PG2398.The orthometric height was scaled from a topographic map.
 PG2398
 PG2398.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2398
 PG2398.Click photographs - Photos may exist for this station.
 PG2398
 PG2398. The following values were computed from the NAD 83(1996) position.
 PG2398
 PG2398;                    North         East     Units Scale Factor Converg.
 PG2398;UTM  18      - 4,990,949.663   666,878.981   MT  0.99994244   +1 30 01.0
 PG2398
 PG2398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2398!UTM  18      -   0.99997363  x   0.99994244  =   0.99991608
 PG2398
 PG2398:                Primary Azimuth Mark                     Grid Az
 PG2398:UTM  18      -  ST ARMAND                                091 51 54.4
 PG2398
 PG2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ6687890949(NAD 83)
 PG2398
 PG2398|---------------------------------------------------------------------|
 PG2398| PID    Reference Object                     Distance      Geod. Az  |
 PG2398|                                                           dddmmss.s |
 PG2398| PG2351 ST ARMAND                           APPROX.11.2 KM 0932155.4 |
 PG2398|---------------------------------------------------------------------|
 PG2398
 PG2398                          SUPERSEDED SURVEY CONTROL
 PG2398
 PG2398  NAD 83(1996)-  45 03 08.42754(N)    072 52 50.61639(W) AD(       ) 2
 PG2398  NAD 83(1992)-  45 03 08.42620(N)    072 52 50.61565(W) AD(       ) 2
 PG2398  NAD 83(1986)-  45 03 08.43561(N)    072 52 50.61412(W) AD(       ) 2
 PG2398  NAD 27      -  45 03 08.29100(N)    072 52 52.17300(W) AD(       ) 2
 PG2398
 PG2398.Superseded values are not recommended for survey control.
 PG2398
 PG2398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2398.See file dsdata.pdf to determine how the superseded data were derived.
 PG2398
 PG2398_MARKER: DD = SURVEY DISK
 PG2398_SETTING: 66 = SET IN ROCK OUTCROP
 PG2398_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PG2398+STABILITY: POSITION/ELEVATION WELL
 PG2398
 PG2398  HISTORY     - Date     Condition        Report By
 PG2398  HISTORY     - 1917     MONUMENTED       IBC
 PG2398  HISTORY     - 1972     MARK NOT FOUND   IBC
 PG2398
 PG2398                          STATION DESCRIPTION
 PG2398
 PG2398'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (JDC)
 PG2398'IN ST ARMAND SEIGNEURY, ABOUT 1-1/2 MILES WEST OF
 PG2398'FRELIGHSBURG, QUEBEC.  IT IS ON THE SOUTHERLY SLOPE OF THE HILL
 PG2398'BEHIND THE W PELLETIER FARMHOUSE.
 PG2398'
 PG2398'STATION MARK--BRONZE DISK OF THE GEODETIC SURVEY OF CANADA SET IN
 PG2398'ROCK OUTCROP.
 PG2398
 PG2398                          STATION RECOVERY (1972)
 PG2398
 PG2398'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (NP)
 PG2398'STATION WAS NOT RECOVERED IN 1972.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2399 ***********************************************************************
 PG2399  DESIGNATION -  MCDERMOTT 2
 PG2399  PID         -  PG2399
 PG2399  STATE/COUNTY-  PQ/BROME MISSISQUOI
 PG2399  COUNTRY     -  CANADA
 PG2399  NTS MAPSHEET-  COWANSVILLE (2020)
 PG2399
 PG2399                         *CURRENT SURVEY CONTROL
 PG2399  ______________________________________________________________________
 PG2399* NAD 83(1996) POSITION- 45 03 08.46575(N) 072 52 50.78130(W)   ADJUSTED
 PG2399* NAVD 88 ORTHO HEIGHT -   203.    (meters)      666.    (feet) VERTCON
 PG2399  ______________________________________________________________________
 PG2399  GEOID HEIGHT    -        -29.705 (meters)                     EGM08
 PG2399  HORZ ORDER      -  SECOND
 PG2399
 PG2399.The positional and height information provided upon this datasheet are not
 PG2399.officially recognized by the Government of Canada, provincial governments
 PG2399.within Canada, nor are they intended to replace or substitute for them.
 PG2399.The intent of sharing this data is to allow access to positions or heights
 PG2399.recognized by the United States Government. Passive control that is used by
 PG2399.both nations may share the same or similar designations or descriptions but
 PG2399.do not share official positions or heights. The 'Station Description' may
 PG2399.originate from a Canadian 'Station Report' and if so contains information
 PG2399.licensed under the 'Open Government License - Canada'.
 PG2399
 PG2399.The horizontal coordinates were established by classical geodetic methods
 PG2399.and adjusted by the National Geodetic Survey in January 1999.
 PG2399
 PG2399.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2399
 PG2399.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2399
 PG2399.Click photographs - Photos may exist for this station.
 PG2399
 PG2399. The following values were computed from the NAD 83(1996) position.
 PG2399
 PG2399;                    North         East     Units Scale Factor Converg.
 PG2399;UTM  18      - 4,990,950.757   666,875.351   MT  0.99994242   +1 30 00.8
 PG2399
 PG2399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2399!UTM  18      -   0.99997285  x   0.99994242  =   0.99991527
 PG2399
 PG2399:                Primary Azimuth Mark                     Grid Az
 PG2399:UTM  18      -  ST ARMAND                                091 52 12.5
 PG2399
 PG2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ6687590950(NAD 83)
 PG2399
 PG2399|---------------------------------------------------------------------|
 PG2399| PID    Reference Object                     Distance      Geod. Az  |
 PG2399|                                                           dddmmss.s |
 PG2399| PG2351 ST ARMAND                           APPROX.11.2 KM 0932213.3 |
 PG2399|---------------------------------------------------------------------|
 PG2399
 PG2399                          SUPERSEDED SURVEY CONTROL
 PG2399
 PG2399  NAD 83(1992)-  45 03 08.46443(N)    072 52 50.78054(W) AD(       ) 2
 PG2399  NAD 83(1986)-  45 03 08.47447(N)    072 52 50.77951(W) AD(       ) 2
 PG2399  NAD 27      -  45 03 08.32576(N)    072 52 52.33963(W) AD(       ) 2
 PG2399  NGVD 29 (07/19/86)  203.     (m)          666.     (f) VERT ANG       
 PG2399
 PG2399.Superseded values are not recommended for survey control.
 PG2399
 PG2399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2399.See file dsdata.pdf to determine how the superseded data were derived.
 PG2399
 PG2399_MARKER: DD = SURVEY DISK
 PG2399_SETTING: 66 = SET IN ROCK OUTCROP
 PG2399_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PG2399+STABILITY: POSITION/ELEVATION WELL
 PG2399
 PG2399  HISTORY     - Date     Condition        Report By
 PG2399  HISTORY     - 1972     MONUMENTED       IBC
 PG2399  HISTORY     - 1975     GOOD             IBC
 PG2399
 PG2399                          STATION DESCRIPTION
 PG2399
 PG2399'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1972 (NP)
 PG2399'APPROXIMATELY 4 METRES WEST OF THE ORIGINAL STATION MCDERMOTT 1917.
 PG2399'SEE DESCRIPTION FOR MCDERMOTT 1917.
 PG2399'
 PG2399'STATION MARK--STANDARD IBC TRIANGULATION TABLET CEMENTED
 PG2399'IN BEDROCK.  TABLET IS STAMPED---MCDERMOTT 2 - 1972---.
 PG2399
 PG2399                          STATION RECOVERY (1975)
 PG2399
 PG2399'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (NP)
 PG2399'STATION WAS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 QH0486 ***********************************************************************
 QH0486  DESIGNATION -  MEGANTIC
 QH0486  PID         -  QH0486
 QH0486  STATE/COUNTY-  PQ/LE GRANIT
 QH0486  COUNTRY     -  CANADA
 QH0486  NTS MAPSHEET-  LA PATRIE (2020)
 QH0486
 QH0486                         *CURRENT SURVEY CONTROL
 QH0486  ______________________________________________________________________
 QH0486* NAD 83(1996) POSITION- 45 26 51.26062(N) 071 07 12.99442(W)   ADJUSTED
 QH0486* NAVD 88 ORTHO HEIGHT -  1074.07  (+/-2cm)     3523.8   (feet) VERTCON
 QH0486  ______________________________________________________________________
 QH0486  GEOID HEIGHT    -        -27.041 (meters)                     EGM08
 QH0486  HORZ ORDER      -  FIRST
 QH0486  VERT ORDER      -  THIRD ? (See Below)
 QH0486
 QH0486.The positional and height information provided upon this datasheet are not
 QH0486.officially recognized by the Government of Canada, provincial governments
 QH0486.within Canada, nor are they intended to replace or substitute for them.
 QH0486.The intent of sharing this data is to allow access to positions or heights
 QH0486.recognized by the United States Government. Passive control that is used by
 QH0486.both nations may share the same or similar designations or descriptions but
 QH0486.do not share official positions or heights. The 'Station Description' may
 QH0486.originate from a Canadian 'Station Report' and if so contains information
 QH0486.licensed under the 'Open Government License - Canada'.
 QH0486
 QH0486.The horizontal coordinates were established by classical geodetic methods
 QH0486.and adjusted by the National Geodetic Survey in May 1998.
 QH0486
 QH0486.The NAVD 88 height was computed by applying the VERTCON shift value to
 QH0486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QH0486
 QH0486.Significant digits in the geoid height do not necessarily reflect accuracy.
 QH0486
 QH0486.The vertical order pertains to the NGVD 29 superseded value.
 QH0486
 QH0486.Click photographs - Photos may exist for this station.
 QH0486
 QH0486. The following values were computed from the NAD 83(1996) position.
 QH0486
 QH0486;                    North         East     Units Scale Factor Converg.
 QH0486;UTM  19      - 5,034,858.649   334,196.474   MT  0.99993801   -1 30 40.6
 QH0486
 QH0486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0486!UTM  19      -   0.99983587  x   0.99993801  =   0.99977389
 QH0486
 QH0486:                Primary Azimuth Mark                     Grid Az
 QH0486:UTM  19      -  HAM                                      315 20 40.5
 QH0486
 QH0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL3419634858(NAD 83)
 QH0486
 QH0486|---------------------------------------------------------------------|
 QH0486| PID    Reference Object                     Distance      Geod. Az  |
 QH0486|                                                           dddmmss.s |
 QH0486| QH0732 HAM                                 APPROX.55.3 KM 3134959.9 |
 QH0486|---------------------------------------------------------------------|
 QH0486
 QH0486                          SUPERSEDED SURVEY CONTROL
 QH0486
 QH0486  NAD 83(1996)-  45 26 51.26089(N)    071 07 12.99433(W) AD(       ) 1
 QH0486  NAD 83(1992)-  45 26 51.25851(N)    071 07 12.99511(W) AD(       ) 1
 QH0486  NAD 83(1992)-  45 26 51.26671(N)    071 07 12.98777(W) AD(       ) 1
 QH0486  NAD 83(1986)-  45 26 51.25760(N)    071 07 13.00321(W) AD(       ) 1
 QH0486  NAD 27      -  45 26 51.08605(N)    071 07 14.66919(W) AD(       ) 1
 QH0486  USSD        -  45 26 51.56200(N)    071 07 15.04300(W) AD(       ) 3
 QH0486  NGVD 29            1074.20   (m)         3524.3    (f) LEVELING    3  
 QH0486
 QH0486.Superseded values are not recommended for survey control.
 QH0486
 QH0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0486.See file dsdata.pdf to determine how the superseded data were derived.
 QH0486
 QH0486_MARKER: B = BOLT
 QH0486_SETTING: 0 = UNSPECIFIED SETTING
 QH0486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QH0486
 QH0486  HISTORY     - Date     Condition        Report By
 QH0486  HISTORY     - 1909     MONUMENTED       CHS
 QH0486
 QH0486                          STATION DESCRIPTION
 QH0486
 QH0486'DESCRIBED BY CANADIAN HYDROGRAPHIC SERVICE 1909 (GCR)
 QH0486'IN CHESHAM TOWNSHIP, ON MEGANTIC MOUNTAIN, 10 MILES SOUTH OF MILAN,
 QH0486'QUEBEC.  THE STATION IS LOCATED ON THE SOUTH PEAK ON THE EAST SIDE OF
 QH0486'THE RANGE.  A SMALL CATHOLIC CHURCH IS LOCATED ABOUT 100 FEET
 QH0486'SOUTHEAST OF THE STATION.
 QH0486'
 QH0486'STATION MARK--A THREE - FOURTHS INCH COPPER BOLT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 NC1656 ***********************************************************************
 NC1656  DESIGNATION -  MENNONITE 1941 IBC
 NC1656  PID         -  NC1656
 NC1656  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 NC1656  COUNTRY     -  CANADA
 NC1656  NTS MAPSHEET-  WELLAND (2020)
 NC1656
 NC1656                         *CURRENT SURVEY CONTROL
 NC1656  ______________________________________________________________________
 NC1656* NAD 83(1996) POSITION- 42 59 50.31854(N) 079 01 39.60370(W)   ADJUSTED
 NC1656* NAVD 88 ORTHO HEIGHT -   173.    (meters)      568.    (feet) SCALED
 NC1656  ______________________________________________________________________
 NC1656  GEOID HEIGHT    -        -36.145 (meters)                     EGM08
 NC1656  HORZ ORDER      -  THIRD
 NC1656
 NC1656.The positional and height information provided upon this datasheet are not
 NC1656.officially recognized by the Government of Canada, provincial governments
 NC1656.within Canada, nor are they intended to replace or substitute for them.
 NC1656.The intent of sharing this data is to allow access to positions or heights
 NC1656.recognized by the United States Government. Passive control that is used by
 NC1656.both nations may share the same or similar designations or descriptions but
 NC1656.do not share official positions or heights. The 'Station Description' may
 NC1656.originate from a Canadian 'Station Report' and if so contains information
 NC1656.licensed under the 'Open Government License - Canada'.
 NC1656
 NC1656.The horizontal coordinates were established by classical geodetic methods
 NC1656.and adjusted by the National Geodetic Survey in January 1999.
 NC1656
 NC1656.The orthometric height was scaled from a topographic map.
 NC1656
 NC1656.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC1656
 NC1656.Click photographs - Photos may exist for this station.
 NC1656
 NC1656. The following values were computed from the NAD 83(1996) position.
 NC1656
 NC1656;                    North         East     Units Scale Factor Converg.
 NC1656;UTM  17      - 4,762,403.648   660,770.839   MT  0.99991798   +1 20 43.2
 NC1656
 NC1656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1656!UTM  17      -   0.99997856  x   0.99991798  =   0.99989655
 NC1656
 NC1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6077062403(NAD 83)
 NC1656
 NC1656                          SUPERSEDED SURVEY CONTROL
 NC1656
 NC1656  NAD 83(1986)-  42 59 50.32430(N)    079 01 39.60128(W) AD(       ) 3
 NC1656  NAD 27      -  42 59 50.11429(N)    079 01 40.45089(W) AD(       ) 3
 NC1656
 NC1656.Superseded values are not recommended for survey control.
 NC1656
 NC1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1656.See file dsdata.pdf to determine how the superseded data were derived.
 NC1656
 NC1656_MARKER: DD = SURVEY DISK
 NC1656_SETTING: 80 = SET IN A BOULDER
 NC1656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC1656+STABILITY: SURFACE MOTION
 NC1656
 NC1656  HISTORY     - Date     Condition        Report By
 NC1656  HISTORY     - 1941     MONUMENTED       IBC
 NC1656  HISTORY     - 1971     MARK NOT FOUND   IBC
 NC1656
 NC1656                          STATION DESCRIPTION
 NC1656
 NC1656'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 NC1656'ON THE WEST BANK OF THE NIAGARA RIVER, ABOUT 1/4 MILE SOUTH OF
 NC1656'BOYERS CREEK (SNAKE CREEK), AND ABOUT 150 FEET SOUTH OF A SIDE ROAD
 NC1656'DEAD - ENDING INTO QUEEN VICTORIA PARKWAY.  THE STATION IS ABOUT 55
 NC1656'FEET EAST OF THE MACADAM ROADWAY OF THE PARKWAY AND 16 FEET EAST OF
 NC1656'THE LINE OF WILLOW TREES ALONG THE EAST SIDE OF THE ROADWAY.
 NC1656'MENNONITE - 1941, IS AN IBC STANDARD BRONZE - DISK STATION MARK SET
 NC1656'IN A DRILL HOLE IN A ROCK 3 FEET BY 3 FEET BY 1 FOOT HIGH JUST OUTSIDE
 NC1656'OF THE LINE OF WILLOW TREES AND BETWEEN THE TWO MOST NORTHERN ONES
 NC1656'OF THE LINE.
 NC1656
 NC1656                          STATION RECOVERY (1971)
 NC1656
 NC1656'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 NC1656'STATION SEARCHED FOR BUT NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 NC1660 ***********************************************************************
 NC1660  DESIGNATION -  MENNONITE SUB
 NC1660  PID         -  NC1660
 NC1660  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 NC1660  COUNTRY     -  CANADA
 NC1660  NTS MAPSHEET-  WELLAND (2020)
 NC1660
 NC1660                         *CURRENT SURVEY CONTROL
 NC1660  ______________________________________________________________________
 NC1660* NAD 83(1996) POSITION- 42 59 49.83318(N) 079 01 39.19708(W)   ADJUSTED
 NC1660* NAVD 88 ORTHO HEIGHT -   173.    (meters)      568.    (feet) SCALED
 NC1660  ______________________________________________________________________
 NC1660  GEOID HEIGHT    -        -36.145 (meters)                     EGM08
 NC1660  HORZ ORDER      -  THIRD
 NC1660
 NC1660.The positional and height information provided upon this datasheet are not
 NC1660.officially recognized by the Government of Canada, provincial governments
 NC1660.within Canada, nor are they intended to replace or substitute for them.
 NC1660.The intent of sharing this data is to allow access to positions or heights
 NC1660.recognized by the United States Government. Passive control that is used by
 NC1660.both nations may share the same or similar designations or descriptions but
 NC1660.do not share official positions or heights. The 'Station Description' may
 NC1660.originate from a Canadian 'Station Report' and if so contains information
 NC1660.licensed under the 'Open Government License - Canada'.
 NC1660
 NC1660.The horizontal coordinates were established by classical geodetic methods
 NC1660.and adjusted by the National Geodetic Survey in January 1999.
 NC1660
 NC1660.The orthometric height was scaled from a topographic map.
 NC1660
 NC1660.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC1660
 NC1660.Click photographs - Photos may exist for this station.
 NC1660
 NC1660. The following values were computed from the NAD 83(1996) position.
 NC1660
 NC1660;                    North         East     Units Scale Factor Converg.
 NC1660;UTM  17      - 4,762,388.892   660,780.398   MT  0.99991802   +1 20 43.5
 NC1660
 NC1660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1660!UTM  17      -   0.99997856  x   0.99991802  =   0.99989659
 NC1660
 NC1660:                Primary Azimuth Mark                     Grid Az
 NC1660:UTM  17      -  LEE SUB IBC                              350 39 13.1
 NC1660
 NC1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6078062388(NAD 83)
 NC1660
 NC1660|---------------------------------------------------------------------|
 NC1660| PID    Reference Object                     Distance      Geod. Az  |
 NC1660|                                                           dddmmss.s |
 NC1660| NC1547 BUFF NEW CITY HALL IBC              APPROX.17.2 KM 1352238.0 |
 NC1660| CZ4061 MENNONITE SUB RM 1                   43.626 METERS 17514     |
 NC1660| CZ4062 MENNONITE SUB RM 2                   49.743 METERS 20515     |
 NC1660| NC1656 MENNONITE 1941 IBC                   17.583 METERS 32825     |
 NC1660| OG1031 LEE SUB IBC                         APPROX. 1.3 KM 3515956.6 |
 NC1660|---------------------------------------------------------------------|
 NC1660
 NC1660                          SUPERSEDED SURVEY CONTROL
 NC1660
 NC1660  NAD 83(1986)-  42 59 49.83895(N)    079 01 39.19467(W) AD(       ) 3
 NC1660  NAD 27      -  42 59 49.62893(N)    079 01 40.04429(W) AD(       ) 3
 NC1660
 NC1660.Superseded values are not recommended for survey control.
 NC1660
 NC1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1660.See file dsdata.pdf to determine how the superseded data were derived.
 NC1660
 NC1660_MARKER: Z = SEE DESCRIPTION
 NC1660_SETTING: 0 = UNSPECIFIED SETTING
 NC1660
 NC1660  HISTORY     - Date     Condition        Report By
 NC1660  HISTORY     - 1941     MONUMENTED       IBC
 NC1660
 NC1660                          STATION DESCRIPTION
 NC1660
 NC1660'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 NC1660'ON THE WEST BANK OF THE NIAGARA RIVER, ABOUT 1/4 MILE SOUTH OF BOYERS
 NC1660'CREEK (SNAKE CREEK), AND ABOUT 150 FEET SOUTH OF A SIDE ROAD
 NC1660'DEAD - ENDING INTO QUEEN VICTORIA PARKWAY.  THE STATION IS ABOUT 55
 NC1660'FEET EAST OF THE MACADAM ROADWAY OF THE PARKWAY AND 16 FEET EAST OF
 NC1660'THE LINE OF WILLOW TREES ALONG THE EAST SIDE OF THE ROADWAY.  THE
 NC1660'SOIL WAS SO SUBJECT TO EROSION THAT THE STATION COULD NOT BE MARKED.
 NC1660'THERE ARE THREE WITNESSES TO THE STATION.  THE FIRST IS A 3/4 - INCH
 NC1660'DRILL HOLE 1 INCH DEEP IN A ROCK 3 BY 2 FEET BY 1 FOOT ABOVE GROUND
 NC1660'SOUTH OF THE STATION AND JUST OUTSIDE OF THE LINE OF WILLOW TREES.
 NC1660'THE SECOND IS THE CENTER OF THE IRON TOP OF A DRAINAGE SUMP IN THE
 NC1660'DITCH ON THE WEST SIDE OF THE ROADWAY AND ABOUT OPPOSITE THE FIRST
 NC1660'WITNESS.  THE THIRD WITNESS, DESIGNATED AS MENNONITE - 1941, IS AN
 NC1660'IBC STANDARD BRONZE - DISK STATION MARK SET IN A DRILL HOLE IN A ROCK
 NC1660'3 FEET BY 3 FEET BY 1 FOOT HIGH JUST OUTSIDE OF THE LINE OF WILLOW
 NC1660'TREES AND BETWEEN THE TWO MOST NORTHERN ONES OF THE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 OG1033 ***********************************************************************
 OG1033  DESIGNATION -  MEYERS SUB
 OG1033  PID         -  OG1033
 OG1033  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 OG1033  COUNTRY     -  CANADA
 OG1033  NTS MAPSHEET-  NIAGARA (2020)
 OG1033
 OG1033                         *CURRENT SURVEY CONTROL
 OG1033  ______________________________________________________________________
 OG1033* NAD 83(1996) POSITION- 43 01 06.31269(N) 079 01 51.63231(W)   ADJUSTED
 OG1033* NAVD 88 ORTHO HEIGHT -   173.    (meters)      568.    (feet) SCALED
 OG1033  ______________________________________________________________________
 OG1033  GEOID HEIGHT    -        -36.186 (meters)                     EGM08
 OG1033  HORZ ORDER      -  THIRD
 OG1033
 OG1033.The positional and height information provided upon this datasheet are not
 OG1033.officially recognized by the Government of Canada, provincial governments
 OG1033.within Canada, nor are they intended to replace or substitute for them.
 OG1033.The intent of sharing this data is to allow access to positions or heights
 OG1033.recognized by the United States Government. Passive control that is used by
 OG1033.both nations may share the same or similar designations or descriptions but
 OG1033.do not share official positions or heights. The 'Station Description' may
 OG1033.originate from a Canadian 'Station Report' and if so contains information
 OG1033.licensed under the 'Open Government License - Canada'.
 OG1033
 OG1033.The horizontal coordinates were established by classical geodetic methods
 OG1033.and adjusted by the National Geodetic Survey in January 1999.
 OG1033
 OG1033.The orthometric height was scaled from a topographic map.
 OG1033
 OG1033.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG1033
 OG1033.Click photographs - Photos may exist for this station.
 OG1033
 OG1033. The following values were computed from the NAD 83(1996) position.
 OG1033
 OG1033;                    North         East     Units Scale Factor Converg.
 OG1033;UTM  17      - 4,764,741.532   660,443.501   MT  0.99991669   +1 20 37.0
 OG1033
 OG1033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG1033!UTM  17      -   0.99997857  x   0.99991669  =   0.99989526
 OG1033
 OG1033:                Primary Azimuth Mark                     Grid Az
 OG1033:UTM  17      -  LUTZ SUB IBC                             028 39 17.2
 OG1033
 OG1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6044364741(NAD 83)
 OG1033
 OG1033|---------------------------------------------------------------------|
 OG1033| PID    Reference Object                     Distance      Geod. Az  |
 OG1033|                                                           dddmmss.s |
 OG1033| OG0946 LUTZ SUB IBC                        APPROX. 1.3 KM 0295954.2 |
 OG1033| CZ4066 MEYERS SUB RM 1                       1.905 METERS 04429     |
 OG1033| OG1032 MEYERS ECC IBC                        1.488 METERS 07428     |
 OG1033| OG0949 REF MON 26 41 IWC                   291.653 METERS 18757     |
 OG1033| CZ4067 MEYERS SUB RM 2                      12.603 METERS 27549     |
 OG1033|---------------------------------------------------------------------|
 OG1033
 OG1033                          SUPERSEDED SURVEY CONTROL
 OG1033
 OG1033  NAD 83(1986)-  43 01 06.31843(N)    079 01 51.63002(W) AD(       ) 3
 OG1033  NAD 27      -  43 01 06.11191(N)    079 01 52.47671(W) AD(       ) 3
 OG1033
 OG1033.Superseded values are not recommended for survey control.
 OG1033
 OG1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG1033.See file dsdata.pdf to determine how the superseded data were derived.
 OG1033
 OG1033_MARKER: DD = SURVEY DISK
 OG1033_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OG1033
 OG1033  HISTORY     - Date     Condition        Report By
 OG1033  HISTORY     - 1941     MONUMENTED       IBC
 OG1033  HISTORY     - 1956     GOOD             IBC
 OG1033  HISTORY     - 1971     POOR             IBC
 OG1033
 OG1033                          STATION DESCRIPTION
 OG1033
 OG1033'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 OG1033'ON THE CANADIAN SIDE OF THE NIAGARA RIVER, ABOUT 2 MILES ABOVE NAVY
 OG1033'ISLAND.  THE STATION IS 6 FEET FROM THE EDGE OF THE HIGH BANK OF THE
 OG1033'RIVER, 30 FEET FROM THE RIVER, AND 12 FEET SOUTHEAST OF THE MACADAM
 OG1033'ROAD SURFACE OF THE QUEEN VICTORIA PARKWAY.  IT IS DIRECTLY ACROSS
 OG1033'THE ROAD FROM THE ONLY BARN ON FOX HEAD FARM WHICH FACES THE MAIN
 OG1033'ROAD.  THE STATION IS 1 FOOT SOUTH OF THE EXTENSION ACROSS THE MAIN
 OG1033'ROAD OF THE DITCH LINE ALONG THE SOUTH SIDE OF THE DRIVEWAY LEADING
 OG1033'FROM THE ROAD TO THIS BARN.  IT IS ABOUT 3 FEET WEST OF A LARGE ROCK
 OG1033'OUTCROP, 6 BY 3 FEET ON THE TOP, AT THE EDGE OF THE RIVER BANK.
 OG1033'ACROSS THE ROAD FROM THE STATION IS A DRAIN PIPE WHICH LIES IN THE
 OG1033'DITCH ALONG THE ROAD AND PASSES UNDER THE DRIVEWAY AT RIGHT ANGLES.
 OG1033'
 OG1033'STATION MARK, AN IBC STANDARD BRONZE - DISK STATION MARK SET 2
 OG1033'INCHES ABOVE THE SURFACE OF THE GROUND IN THE TOP OF A CYLINDER OF
 OG1033'CONCRETE 8 INCHES IN DIAMETER AND 14 INCHES IN DEPTH.  THE SUBSURFACE
 OG1033'MARK IS A BRASS SCREW SET 14 INCHES UNDERGROUND IN THE TOP OF A
 OG1033'SIMILAR CYLINDER OF CONCRETE.  THERE ARE TWO REFERENCES.  NO 1 IS A
 OG1033'DRILL HOLE FLUSH WITH THE SURFACE OF THE GROUND IN THE TOP OF THE
 OG1033'ROCK OUTCROP.  NO 2 IS THE CENTER OF THE TOP OF THE SOUTH END OF THE
 OG1033'DRAIN PIPE ACROSS THE ROAD.
 OG1033
 OG1033                          STATION RECOVERY (1956)
 OG1033
 OG1033'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956 (NWS)
 OG1033'STATION RECOVERED IN GOOD CONDITION.  IT IS 400 FEET SOUTH OF A SIDE
 OG1033'ROAD.
 OG1033
 OG1033                          STATION RECOVERY (1971)
 OG1033
 OG1033'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 OG1033'THE SHANK OF THE STATION DISK AND REFERENCE NO 2 WERE RECOVERED.
 OG1033'REFERENCE NO 1 WAS NOT RECOVERED.  THE SHANK OF THE STATION DISK IS
 OG1033'11 FEET WEST OF A STEEL, WITNESS POST WITH METAL SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 QH0357 ***********************************************************************
 QH0357  DESIGNATION -  MINE IBC
 QH0357  PID         -  QH0357
 QH0357  STATE/COUNTY-  PQ/LE GRANIT
 QH0357  COUNTRY     -  CANADA
 QH0357  NTS MAPSHEET-  WOBURN (2020)
 QH0357
 QH0357                         *CURRENT SURVEY CONTROL
 QH0357  ______________________________________________________________________
 QH0357* NAD 83(1996) POSITION- 45 20 40.15227(N) 070 49 53.06504(W)   ADJUSTED
 QH0357* NAVD 88 ORTHO HEIGHT -   708.    (meters)     2323.    (feet) SCALED
 QH0357  ______________________________________________________________________
 QH0357  GEOID HEIGHT    -        -26.618 (meters)                     EGM08
 QH0357  HORZ ORDER      -  THIRD
 QH0357
 QH0357.The positional and height information provided upon this datasheet are not
 QH0357.officially recognized by the Government of Canada, provincial governments
 QH0357.within Canada, nor are they intended to replace or substitute for them.
 QH0357.The intent of sharing this data is to allow access to positions or heights
 QH0357.recognized by the United States Government. Passive control that is used by
 QH0357.both nations may share the same or similar designations or descriptions but
 QH0357.do not share official positions or heights. The 'Station Description' may
 QH0357.originate from a Canadian 'Station Report' and if so contains information
 QH0357.licensed under the 'Open Government License - Canada'.
 QH0357
 QH0357.The horizontal coordinates were established by classical geodetic methods
 QH0357.and adjusted by the National Geodetic Survey in May 1998.
 QH0357
 QH0357.The orthometric height was scaled from a topographic map.
 QH0357
 QH0357.Significant digits in the geoid height do not necessarily reflect accuracy.
 QH0357
 QH0357.Click photographs - Photos may exist for this station.
 QH0357
 QH0357. The following values were computed from the NAD 83(1996) position.
 QH0357
 QH0357;                    North         East     Units Scale Factor Converg.
 QH0357;UTM  19      - 5,022,851.080   356,524.933   MT  0.99985310   -1 18 10.7
 QH0357
 QH0357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0357!UTM  19      -   0.99989320  x   0.99985310  =   0.99974632
 QH0357
 QH0357:                Primary Azimuth Mark                     Grid Az
 QH0357:UTM  19      -  DEAD IBC                                 068 21 00.5
 QH0357
 QH0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL5652422851(NAD 83)
 QH0357
 QH0357|---------------------------------------------------------------------|
 QH0357| PID    Reference Object                     Distance      Geod. Az  |
 QH0357|                                                           dddmmss.s |
 QH0357| QH0340 DEAD IBC                            APPROX. 1.8 KM 0670249.8 |
 QH0357| QH0358 WHITE IBC                           APPROX. 0.6 KM 3403833.2 |
 QH0357|---------------------------------------------------------------------|
 QH0357
 QH0357                          SUPERSEDED SURVEY CONTROL
 QH0357
 QH0357  NAD 83(1992)-  45 20 40.15146(N)    070 49 53.06132(W) AD(       ) 3
 QH0357  NAD 83(1992)-  45 20 40.15792(N)    070 49 53.05832(W) AD(       ) 3
 QH0357  NAD 83(1986)-  45 20 40.15494(N)    070 49 53.06348(W) AD(       ) 3
 QH0357  NAD 27      -  45 20 39.98500(N)    070 49 54.80300(W) AD(       ) 3
 QH0357
 QH0357.Superseded values are not recommended for survey control.
 QH0357
 QH0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0357.See file dsdata.pdf to determine how the superseded data were derived.
 QH0357
 QH0357_MARKER: DD = SURVEY DISK
 QH0357_SETTING: 80 = SET IN A BOULDER
 QH0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QH0357+STABILITY: SURFACE MOTION
 QH0357
 QH0357  HISTORY     - Date     Condition        Report By
 QH0357  HISTORY     - 1916     MONUMENTED       IBC
 QH0357  HISTORY     - 1941     GOOD             IBC
 QH0357
 QH0357                          STATION DESCRIPTION
 QH0357
 QH0357'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1916 (JH)
 QH0357'IN WOBURN TOWNSHIP, ABOUT 3 MILES SOUTHEAST OF WOBURN, QUEBEC, 1-1/2
 QH0357'MILES EAST - SOUTHEAST OF THE JUNCTION OF MORIN BROOK WITH ARNOLD
 QH0357'RIVER, THREE - FOURTHS MILES WEST - NORTHWEST OF MONUMENT 435, ON
 QH0357'THE EASTERLY POINT OF A MOUNTAIN WHICH IS SEPARATED FROM THE BOUNDARY
 QH0357'RIDGE BY A LOW SADDLE.  THE STATION IS ON A SMALL POINTED BOULDER,
 QH0357'JUST WEST OF WHICH IS A LARGE BOULDER.
 QH0357'
 QH0357'STATION MARK--A BRONZE DISK CEMENTED IN A DRILL HOLE IN THE BOULDER.
 QH0357
 QH0357                          STATION RECOVERY (1941)
 QH0357
 QH0357'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (FHB)
 QH0357'STATION RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG1231 ***********************************************************************
 PG1231  DESIGNATION -  MMCCCXXXIV
 PG1231  PID         -  PG1231
 PG1231  STATE/COUNTY-  PQ/MEMPHREMAGOG
 PG1231  COUNTRY     -  CANADA
 PG1231  NTS MAPSHEET-  LAC MEMPHREMAGOG (2020)
 PG1231
 PG1231                         *CURRENT SURVEY CONTROL
 PG1231  ______________________________________________________________________
 PG1231* NAD 83(1986) POSITION- 45 00 37.     (N) 072 09 17.     (W)   SCALED
 PG1231* NAVD 88 ORTHO HEIGHT -   225.698 (meters)      740.48  (feet) ADJUSTED
 PG1231  ______________________________________________________________________
 PG1231  GEOID HEIGHT    -        -28.533 (meters)                     EGM08
 PG1231  DYNAMIC HEIGHT  -        225.679 (meters)      740.42  (feet) COMP
 PG1231  MODELED GRAVITY -    980,526.7   (mgal)                       NAVD 88
 PG1231
 PG1231  VERT ORDER      -  FIRST     CLASS II
 PG1231
 PG1231.The positional and height information provided upon this datasheet are not
 PG1231.officially recognized by the Government of Canada, provincial governments
 PG1231.within Canada, nor are they intended to replace or substitute for them.
 PG1231.The intent of sharing this data is to allow access to positions or heights
 PG1231.recognized by the United States Government. Passive control that is used by
 PG1231.both nations may share the same or similar designations or descriptions but
 PG1231.do not share official positions or heights. The 'Station Description' may
 PG1231.originate from a Canadian 'Station Report' and if so contains information
 PG1231.licensed under the 'Open Government License - Canada'.
 PG1231
 PG1231.The horizontal coordinates were scaled from a map and have
 PG1231.an estimated accuracy of +/- 6 seconds.
 PG1231
 PG1231.The orthometric height was determined by differential leveling and
 PG1231.adjusted by the NATIONAL GEODETIC SURVEY
 PG1231.in June 1991.
 PG1231
 PG1231.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG1231
 PG1231.Click photographs - Photos may exist for this station.
 PG1231
 PG1231.The dynamic height is computed by dividing the NAVD 88
 PG1231.geopotential number by the normal gravity value computed on the
 PG1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1231.degrees latitude (g = 980.6199 gals.).
 PG1231
 PG1231.The modeled gravity was interpolated from observed gravity values.
 PG1231
 PG1231
 PG1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYQ242880(NAD 83)
 PG1231
 PG1231                          SUPERSEDED SURVEY CONTROL
 PG1231
 PG1231  NGVD 29 (11/26/84)  225.811  (m)          740.85   (f) ADJUSTED    1 2
 PG1231
 PG1231.Superseded values are not recommended for survey control.
 PG1231
 PG1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1231.See file dsdata.pdf to determine how the superseded data were derived.
 PG1231
 PG1231_MARKER: B = BOLT
 PG1231_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG1231_SP_SET: CULVERT
 PG1231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG1231
 PG1231  HISTORY     - Date     Condition        Report By
 PG1231  HISTORY     - UNK      MONUMENTED       GSC
 PG1231  HISTORY     - 1922     GOOD             CGS
 PG1231
 PG1231                          STATION DESCRIPTION
 PG1231
 PG1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 PG1231'0.13 MI W FROM BEEBE JUNCTION.
 PG1231'IN THE DOMINION OF CANADA, 1/8 MILE WEST ALONG THE QUEBEC CENTRAL
 PG1231'RAILWAY FROM THE STATION AT BEEBE JUNCTION, QUEBEC, 100 FEET EAST OF A
 PG1231'ROAD CROSSING, AT A LARGE CULVERT UNDER THE TRACK, IN THE TOP OF THE
 PG1231'NORTH HEAD WALL (THE ROMAN NUMERALS MARKING THE BENCH MARK ARE CUT IN
 PG1231'THE CONCRETE), AND ABOUT 3 FEET LOWER THAN THE TRACK.  A COPPER BOLT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG1232 ***********************************************************************
 PG1232  DESIGNATION -  MMCCCXXXV GSC
 PG1232  PID         -  PG1232
 PG1232  STATE/COUNTY-  PQ/MEMPHREMAGOG
 PG1232  COUNTRY     -  CANADA
 PG1232  NTS MAPSHEET-  LAC MEMPHREMAGOG (2020)
 PG1232
 PG1232                         *CURRENT SURVEY CONTROL
 PG1232  ______________________________________________________________________
 PG1232* NAD 83(1986) POSITION- 45 01 25.     (N) 072 08 48.     (W)   SCALED
 PG1232* NAVD 88 ORTHO HEIGHT -   239.793 (meters)      786.72  (feet) ADJUSTED
 PG1232  ______________________________________________________________________
 PG1232  GEOID HEIGHT    -        -28.534 (meters)                     EGM08
 PG1232  DYNAMIC HEIGHT  -        239.773 (meters)      786.66  (feet) COMP
 PG1232  MODELED GRAVITY -    980,529.8   (mgal)                       NAVD 88
 PG1232
 PG1232  VERT ORDER      -  FIRST     CLASS II
 PG1232
 PG1232.The positional and height information provided upon this datasheet are not
 PG1232.officially recognized by the Government of Canada, provincial governments
 PG1232.within Canada, nor are they intended to replace or substitute for them.
 PG1232.The intent of sharing this data is to allow access to positions or heights
 PG1232.recognized by the United States Government. Passive control that is used by
 PG1232.both nations may share the same or similar designations or descriptions but
 PG1232.do not share official positions or heights. The 'Station Description' may
 PG1232.originate from a Canadian 'Station Report' and if so contains information
 PG1232.licensed under the 'Open Government License - Canada'.
 PG1232
 PG1232.The horizontal coordinates were scaled from a map and have
 PG1232.an estimated accuracy of +/- 6 seconds.
 PG1232
 PG1232.The orthometric height was determined by differential leveling and
 PG1232.adjusted by the NATIONAL GEODETIC SURVEY
 PG1232.in June 1991.
 PG1232
 PG1232.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG1232
 PG1232.Click photographs - Photos may exist for this station.
 PG1232
 PG1232.The dynamic height is computed by dividing the NAVD 88
 PG1232.geopotential number by the normal gravity value computed on the
 PG1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PG1232.degrees latitude (g = 980.6199 gals.).
 PG1232
 PG1232.The modeled gravity was interpolated from observed gravity values.
 PG1232
 PG1232
 PG1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYQ247895(NAD 83)
 PG1232
 PG1232                          SUPERSEDED SURVEY CONTROL
 PG1232
 PG1232  NGVD 29 (11/26/84)  239.904  (m)          787.09   (f) ADJUSTED    1 2
 PG1232
 PG1232.Superseded values are not recommended for survey control.
 PG1232
 PG1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG1232.See file dsdata.pdf to determine how the superseded data were derived.
 PG1232
 PG1232_MARKER: B = BOLT
 PG1232_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PG1232_SP_SET: CULVERT
 PG1232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG1232
 PG1232  HISTORY     - Date     Condition        Report By
 PG1232  HISTORY     - UNK      MONUMENTED       GSC
 PG1232  HISTORY     - 1922     GOOD             CGS
 PG1232
 PG1232                          STATION DESCRIPTION
 PG1232
 PG1232'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 PG1232'1 MI NE FROM BEEBE JUNCTION.
 PG1232'IN THE EAST HEAD WALL OF A LARGE CONCRETE CULVERT UNDER THE BOSTON AND
 PG1232'MAINE RAILROAD SPUR TRACK TO STANSTEAD, THE ROMAN NUMERALS MARKING THE
 PG1232'BENCH MARK BEING CUT IN THE CONCRETE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2155 ***********************************************************************
 PG2155  DESIGNATION -  MON 699 RMA
 PG2155  PID         -  PG2155
 PG2155  STATE/COUNTY-  PQ/LE HAUT SAINT LAURENT
 PG2155  COUNTRY     -  CANADA
 PG2155  NTS MAPSHEET-  031A13 (2020)
 PG2155
 PG2155                         *CURRENT SURVEY CONTROL
 PG2155  ______________________________________________________________________
 PG2155* NAD 83(1996) POSITION- 44 59 58.03194(N) 073 55 54.44036(W)   ADJUSTED
 PG2155* NAVD 88 ORTHO HEIGHT -   282.    (meters)      925.    (feet) VERTCON
 PG2155  ______________________________________________________________________
 PG2155  GEOID HEIGHT    -        -29.770 (meters)                     EGM08
 PG2155  HORZ ORDER      -  SECOND
 PG2155
 PG2155.The positional and height information provided upon this datasheet are not
 PG2155.officially recognized by the Government of Canada, provincial governments
 PG2155.within Canada, nor are they intended to replace or substitute for them.
 PG2155.The intent of sharing this data is to allow access to positions or heights
 PG2155.recognized by the United States Government. Passive control that is used by
 PG2155.both nations may share the same or similar designations or descriptions but
 PG2155.do not share official positions or heights. The 'Station Description' may
 PG2155.originate from a Canadian 'Station Report' and if so contains information
 PG2155.licensed under the 'Open Government License - Canada'.
 PG2155
 PG2155.The horizontal coordinates were established by classical geodetic methods
 PG2155.and adjusted by the National Geodetic Survey in January 1999.
 PG2155
 PG2155.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2155
 PG2155.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2155
 PG2155.Click photographs - Photos may exist for this station.
 PG2155
 PG2155. The following values were computed from the NAD 83(1996) position.
 PG2155
 PG2155;                    North         East     Units Scale Factor Converg.
 PG2155;UTM  18      - 4,983,444.657   584,192.176   MT  0.99968716   +0 45 19.4
 PG2155
 PG2155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2155!UTM  18      -   0.99996047  x   0.99968716  =   0.99964764
 PG2155
 PG2155:                Primary Azimuth Mark                     Grid Az
 PG2155:UTM  18      -  AVIGNON                                  266 14 08.6
 PG2155
 PG2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ8419283444(NAD 83)
 PG2155
 PG2155|---------------------------------------------------------------------|
 PG2155| PID    Reference Object                     Distance      Geod. Az  |
 PG2155|                                                           dddmmss.s |
 PG2155| PG2156 MONUMENT 699                         33.683 METERS 22003     |
 PG2155| PH1538 AVIGNON                             APPROX.10.8 KM 2665928.0 |
 PG2155|---------------------------------------------------------------------|
 PG2155
 PG2155                          SUPERSEDED SURVEY CONTROL
 PG2155
 PG2155  NAD 83(1996)-  44 59 58.03203(N)    073 55 54.44380(W) AD(       ) 2
 PG2155  NAD 83(1992)-  44 59 58.03200(N)    073 55 54.44374(W) AD(       ) 2
 PG2155  NAD 83(1986)-  44 59 58.03241(N)    073 55 54.44271(W) AD(       ) 2
 PG2155  NAD 27      -  44 59 57.87100(N)    073 55 55.90613(W) AD(       ) 2
 PG2155  NGVD 29 (07/19/86)  282.     (m)          925.     (f) VERT ANG       
 PG2155
 PG2155.Superseded values are not recommended for survey control.
 PG2155
 PG2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2155.See file dsdata.pdf to determine how the superseded data were derived.
 PG2155
 PG2155_MARKER: DD = SURVEY DISK
 PG2155_SETTING: 0 = UNSPECIFIED SETTING
 PG2155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG2155
 PG2155  HISTORY     - Date     Condition        Report By
 PG2155  HISTORY     - 1975     MONUMENTED       IBC
 PG2155
 PG2155                          STATION DESCRIPTION
 PG2155
 PG2155'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (NP)
 PG2155'CLOSE TO THE LINE ON THE CANADIAN SIDE.  FROM FRANKLIN CENTRE TO
 PG2155'FRANKLIN BOUNDARY CROSSING TURN LEFT AT DOREA INSTITUTE
 PG2155'(COVEY HILL), THEN CONTINUE FOR 0.5 KM, TURN RIGHT AT DOREA
 PG2155'INSTITUTE CAFETERIA.  WHERE PAVED ROAD CURVES RIGHT CONTINUE
 PG2155'STRAIGHT DOWN DIRT ROAD.  FOLLOW THIS ROAD 1 KM TO MONUMENT 699.
 PG2155'MON 699 RMA IS APPROXIMATELY 32 METRES EAST OF THE MONUMENT.
 PG2155'
 PG2155'STATION MARK--STANDARD BRONZE IBC TABLET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 DE7811 ***********************************************************************
 DE7811  DESIGNATION -  MONTREAL BASE STATION
 DE7811  PID         -  DE7811
 DE7811  STATE/COUNTY-  PQ/MONTREAL
 DE7811  COUNTRY     -  CANADA
 DE7811  NTS MAPSHEET-  LAVAL (2020)
 DE7811
 DE7811                         *CURRENT SURVEY CONTROL
 DE7811  ______________________________________________________________________
 DE7811* NAD 83(2011) POSITION- 45 32 45.94573(N) 073 38 19.77291(W)   ADJUSTED
 DE7811* NAD 83(2011) ELLIP HT-    74.871 (meters)        (06/27/12)   ADJUSTED
 DE7811* NAD 83(2011) EPOCH   -  2010.00
 DE7811* NAVD 88 ORTHO HEIGHT -   105.9   (meters)      347.    (feet) GPS OBS
 DE7811  ______________________________________________________________________
 DE7811  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DE7811  GEOID HEIGHT    -        -31.044 (meters)                     GEOID99
 DE7811  GEOID HEIGHT    -        -31.628 (meters)                     EGM08
 DE7811  NAD 83(2011) X  -  1,260,434.604 (meters)                     COMP
 DE7811  NAD 83(2011) Y  - -4,293,328.552 (meters)                     COMP
 DE7811  NAD 83(2011) Z  -  4,530,112.082 (meters)                     COMP
 DE7811
 DE7811  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE7811  Standards:
 DE7811         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE7811            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE7811  -------------------------------------------------------------------
 DE7811  NETWORK    0.20   0.33           0.09   0.07   0.17      0.10692488
 DE7811  -------------------------------------------------------------------
 DE7811  Click here for local accuracies and other accuracy information.
 DE7811
 DE7811.The positional and height information provided upon this datasheet are not
 DE7811.officially recognized by the Government of Canada, provincial governments
 DE7811.within Canada, nor are they intended to replace or substitute for them.
 DE7811.The intent of sharing this data is to allow access to positions or heights
 DE7811.recognized by the United States Government. Passive control that is used by
 DE7811.both nations may share the same or similar designations or descriptions but
 DE7811.do not share official positions or heights. The 'Station Description' may
 DE7811.originate from a Canadian 'Station Report' and if so contains information
 DE7811.licensed under the 'Open Government License - Canada'.
 DE7811
 DE7811.The horizontal coordinates were established by GPS observations
 DE7811.and adjusted by the National Geodetic Survey in June 2012.
 DE7811
 DE7811.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE7811.been affixed to the stable North American tectonic plate. See 
 DE7811.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE7811
 DE7811.The horizontal coordinates are valid at the epoch date displayed above
 DE7811.which is a decimal equivalence of Year/Month/Day.
 DE7811
 DE7811.The orthometric height was determined by GPS observations and a
 DE7811.high-resolution geoid model.
 DE7811
 DE7811.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7811
 DE7811.Click photographs - Photos may exist for this station.
 DE7811
 DE7811.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7811
 DE7811.The ellipsoidal height was determined by GPS observations
 DE7811.and is referenced to NAD 83.
 DE7811
 DE7811. The following values were computed from the NAD 83(2011) position.
 DE7811
 DE7811;                    North         East     Units Scale Factor Converg.
 DE7811;UTM  18      - 5,044,518.703   606,257.199   MT  0.99973881   +0 58 18.2
 DE7811
 DE7811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7811!UTM  18      -   0.99998826  x   0.99973881  =   0.99972708
 DE7811
 DE7811_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXR0625744518(NAD 83)
 DE7811
 DE7811                          SUPERSEDED SURVEY CONTROL
 DE7811
 DE7811  NAD 83(2007)-  45 32 45.94608(N)    073 38 19.77366(W) AD(2002.00) 0
 DE7811  ELLIP H (02/10/07)   74.886  (m)                       GP(2002.00)    
 DE7811  NAD 83(1996)-  45 32 45.94626(N)    073 38 19.77395(W) AD(       ) A
 DE7811  ELLIP H (09/18/02)   74.884  (m)                       GP(       ) 4 2
 DE7811
 DE7811.Superseded values are not recommended for survey control.
 DE7811
 DE7811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7811.See file dsdata.pdf to determine how the superseded data were derived.
 DE7811
 DE7811_MARKER: Z = SEE DESCRIPTION
 DE7811_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 DE7811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7811+STABILITY: SURFACE MOTION
 DE7811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7811+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2001
 DE7811
 DE7811  HISTORY     - Date     Condition        Report By
 DE7811  HISTORY     - UNK      MONUMENTED       GSC
 DE7811  HISTORY     - 20010716 GOOD             GSC
 DE7811
 DE7811                          STATION DESCRIPTION
 DE7811
 DE7811'DESCRIBED BY GEODETIC SURVEY OF CANADA 2001 (BP)
 DE7811'THIS IS A BASE STATION OPERATED BY THE GEODESY SERVICE, MINISTRY OF
 DE7811'NATURAL RESOURCES.
 DE7811'FOR INFORMATION CONTACT BERNARD PERRON AT FOLLOWING ADDRESS.  5700, 4E
 DE7811'AVENUE QUEST,
 DE7811'BUREAU E-305, CHARLESBOURG, QUEBEC, CANADA G1H641  OR OR PHONE NUMBER
 DE7811'418-627-6281, EXT
 DE7811'2010.
 DE7811'
 DE7811'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 QH0637 ***********************************************************************
 QH0637  DESIGNATION -  MONUMENT 520A
 QH0637  PID         -  QH0637
 QH0637  STATE/COUNTY-  PQ/COATICOOK
 QH0637  COUNTRY     -  CANADA
 QH0637  NTS MAPSHEET-  COATICOOK (2020)
 QH0637
 QH0637                         *CURRENT SURVEY CONTROL
 QH0637  ______________________________________________________________________
 QH0637* NAD 83(1996) POSITION- 45 00 47.65719(N) 071 31 07.62555(W)   ADJUSTED
 QH0637* NAVD 88 ORTHO HEIGHT -   454.    (meters)     1489.    (feet) VERTCON
 QH0637  ______________________________________________________________________
 QH0637  GEOID HEIGHT    -        -27.784 (meters)                     EGM08
 QH0637  HORZ ORDER      -  THIRD
 QH0637
 QH0637.The positional and height information provided upon this datasheet are not
 QH0637.officially recognized by the Government of Canada, provincial governments
 QH0637.within Canada, nor are they intended to replace or substitute for them.
 QH0637.The intent of sharing this data is to allow access to positions or heights
 QH0637.recognized by the United States Government. Passive control that is used by
 QH0637.both nations may share the same or similar designations or descriptions but
 QH0637.do not share official positions or heights. The 'Station Description' may
 QH0637.originate from a Canadian 'Station Report' and if so contains information
 QH0637.licensed under the 'Open Government License - Canada'.
 QH0637
 QH0637.The horizontal coordinates were established by classical geodetic methods
 QH0637.and adjusted by the National Geodetic Survey in May 1998.
 QH0637
 QH0637.The NAVD 88 height was computed by applying the VERTCON shift value to
 QH0637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QH0637
 QH0637.Significant digits in the geoid height do not necessarily reflect accuracy.
 QH0637
 QH0637.Click photographs - Photos may exist for this station.
 QH0637
 QH0637. The following values were computed from the NAD 83(1996) position.
 QH0637
 QH0637;                    North         East     Units Scale Factor Converg.
 QH0637;UTM  19      - 4,987,507.487   301,526.883   MT  1.00008439   -1 46 55.3
 QH0637
 QH0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0637!UTM  19      -   0.99993319  x   1.00008439  =   1.00001757
 QH0637
 QH0637:                Primary Azimuth Mark                     Grid Az
 QH0637:UTM  19      -  MONUMENT 521                             270 27 09.6
 QH0637
 QH0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK0152687507(NAD 83)
 QH0637
 QH0637|---------------------------------------------------------------------|
 QH0637| PID    Reference Object                     Distance      Geod. Az  |
 QH0637|                                                           dddmmss.s |
 QH0637| QH0636 MONUMENT 520                        229.003 METERS 08840     |
 QH0637| QH0638 MONUMENT 521                        APPROX. 0.6 KM 2684014.3 |
 QH0637|---------------------------------------------------------------------|
 QH0637
 QH0637                          SUPERSEDED SURVEY CONTROL
 QH0637
 QH0637  NAD 83(1996)-  45 00 47.65589(N)    071 31 07.62529(W) AD(       ) 3
 QH0637  NAD 83(1992)-  45 00 47.65575(N)    071 31 07.62536(W) AD(       ) 3
 QH0637  NAD 83(1992)-  45 00 47.66249(N)    071 31 07.62071(W) AD(       ) 3
 QH0637  NAD 83(1986)-  45 00 47.66286(N)    071 31 07.62125(W) AD(       ) 3
 QH0637  NAD 27      -  45 00 47.50341(N)    071 31 09.32693(W) AD(       ) 3
 QH0637  NGVD 29 (07/19/86)  454.     (m)         1489.     (f) VERT ANG       
 QH0637
 QH0637.Superseded values are not recommended for survey control.
 QH0637
 QH0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0637.See file dsdata.pdf to determine how the superseded data were derived.
 QH0637
 QH0637_MARKER: Z = SEE DESCRIPTION
 QH0637_SETTING: 0 = UNSPECIFIED SETTING
 QH0637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QH0637
 QH0637  HISTORY     - Date     Condition        Report By
 QH0637  HISTORY     - 1906     MONUMENTED       IBC
 QH0637  HISTORY     - 1927     GOOD             IBC
 QH0637  HISTORY     - 1980     GOOD             IBC
 QH0637
 QH0637                          STATION DESCRIPTION
 QH0637
 QH0637'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1906
 QH0637'STATION MARK--AN INTERMEDIATE POST OF GRANITE OR CONCRETE ABOUT
 QH0637'16-1/2 INCHES HIGH SET IN A CONCRETE BASE 3X3X3 FEET DEEP.
 QH0637'
 QH0637'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 QH0637
 QH0637                          STATION RECOVERY (1927)
 QH0637
 QH0637'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1927 (FHB)
 QH0637'A NEW ELEVATION WAS DETERMINED FOR MONUMENT IN 1927.
 QH0637
 QH0637                          STATION RECOVERY (1980)
 QH0637
 QH0637'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (DD)
 QH0637'MONUMENT WAS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 QH0638 ***********************************************************************
 QH0638  DESIGNATION -  MONUMENT 521
 QH0638  PID         -  QH0638
 QH0638  STATE/COUNTY-  PQ/COATICOOK
 QH0638  COUNTRY     -  CANADA
 QH0638  NTS MAPSHEET-  COATICOOK (2020)
 QH0638
 QH0638                         *CURRENT SURVEY CONTROL
 QH0638  ______________________________________________________________________
 QH0638* NAD 83(1996) POSITION- 45 00 47.16937(N) 071 31 37.19683(W)   ADJUSTED
 QH0638* NAVD 88 ORTHO HEIGHT -   461.    (meters)     1512.    (feet) VERTCON
 QH0638  ______________________________________________________________________
 QH0638  GEOID HEIGHT    -        -27.802 (meters)                     EGM08
 QH0638  HORZ ORDER      -  THIRD
 QH0638
 QH0638.The positional and height information provided upon this datasheet are not
 QH0638.officially recognized by the Government of Canada, provincial governments
 QH0638.within Canada, nor are they intended to replace or substitute for them.
 QH0638.The intent of sharing this data is to allow access to positions or heights
 QH0638.recognized by the United States Government. Passive control that is used by
 QH0638.both nations may share the same or similar designations or descriptions but
 QH0638.do not share official positions or heights. The 'Station Description' may
 QH0638.originate from a Canadian 'Station Report' and if so contains information
 QH0638.licensed under the 'Open Government License - Canada'.
 QH0638
 QH0638.The horizontal coordinates were established by classical geodetic methods
 QH0638.and adjusted by the National Geodetic Survey in May 1998.
 QH0638
 QH0638.The NAVD 88 height was computed by applying the VERTCON shift value to
 QH0638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QH0638
 QH0638.Significant digits in the geoid height do not necessarily reflect accuracy.
 QH0638
 QH0638.Click photographs - Photos may exist for this station.
 QH0638
 QH0638. The following values were computed from the NAD 83(1996) position.
 QH0638
 QH0638;                    North         East     Units Scale Factor Converg.
 QH0638;UTM  19      - 4,987,512.605   300,879.154   MT  1.00008756   -1 47 16.3
 QH0638
 QH0638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0638!UTM  19      -   0.99993209  x   1.00008756  =   1.00001965
 QH0638
 QH0638:                Primary Azimuth Mark                     Grid Az
 QH0638:UTM  19      -  MONUMENT 520A                            090 27 09.7
 QH0638
 QH0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCK0087987512(NAD 83)
 QH0638
 QH0638|---------------------------------------------------------------------|
 QH0638| PID    Reference Object                     Distance      Geod. Az  |
 QH0638|                                                           dddmmss.s |
 QH0638| QH0637 MONUMENT 520A                       APPROX. 0.6 KM 0883953.4 |
 QH0638|---------------------------------------------------------------------|
 QH0638
 QH0638                          SUPERSEDED SURVEY CONTROL
 QH0638
 QH0638  NAD 83(1996)-  45 00 47.16807(N)    071 31 37.19656(W) AD(       ) 3
 QH0638  NAD 83(1992)-  45 00 47.16795(N)    071 31 37.19662(W) AD(       ) 3
 QH0638  NAD 83(1992)-  45 00 47.17477(N)    071 31 37.19194(W) AD(       ) 3
 QH0638  NAD 83(1986)-  45 00 47.17516(N)    071 31 37.19253(W) AD(       ) 3
 QH0638  NAD 27      -  45 00 47.01834(N)    071 31 38.90613(W) AD(       ) 3
 QH0638  NGVD 29 (07/19/86)  461.     (m)         1512.     (f) VERT ANG       
 QH0638
 QH0638.Superseded values are not recommended for survey control.
 QH0638
 QH0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0638.See file dsdata.pdf to determine how the superseded data were derived.
 QH0638
 QH0638_MARKER: Z = SEE DESCRIPTION
 QH0638_SETTING: 0 = UNSPECIFIED SETTING
 QH0638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QH0638
 QH0638  HISTORY     - Date     Condition        Report By
 QH0638  HISTORY     - 1845     MONUMENTED       IBC
 QH0638  HISTORY     - 1927     GOOD             IBC
 QH0638  HISTORY     - 1960     POOR             IBC
 QH0638
 QH0638                          STATION DESCRIPTION
 QH0638
 QH0638'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0638'STATION MARK--A CAST-IRON POST ABOUT 38 INCHES HIGH SET IN A
 QH0638'CONCRETE BASE 3X3X3 FEET DEEP.
 QH0638'
 QH0638'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 QH0638
 QH0638                          STATION RECOVERY (1927)
 QH0638
 QH0638'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1927 (FHB)
 QH0638'A NEW ELEVATION WAS DETERMINED FOR MONUMENT IN 1927.
 QH0638
 QH0638                          STATION RECOVERY (1960)
 QH0638
 QH0638'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1960 (NWS)
 QH0638'REPAIR WORK WAS CARRIED OUT ON MONUMENT IN 1960.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 QH0641 ***********************************************************************
 QH0641  DESIGNATION -  MONUMENT 521A
 QH0641  PID         -  QH0641
 QH0641  STATE/COUNTY-  PQ/COATICOOK
 QH0641  COUNTRY     -  CANADA
 QH0641  NTS MAPSHEET-  COATICOOK (2020)
 QH0641
 QH0641                         *CURRENT SURVEY CONTROL
 QH0641  ______________________________________________________________________
 QH0641* NAD 83(1996) POSITION- 45 00 46.60830(N) 071 32 19.79302(W)   ADJUSTED
 QH0641* NAVD 88 ORTHO HEIGHT -   424.    (meters)     1391.    (feet) VERTCON
 QH0641  ______________________________________________________________________
 QH0641  GEOID HEIGHT    -        -27.826 (meters)                     EGM08
 QH0641  HORZ ORDER      -  THIRD
 QH0641
 QH0641.The positional and height information provided upon this datasheet are not
 QH0641.officially recognized by the Government of Canada, provincial governments
 QH0641.within Canada, nor are they intended to replace or substitute for them.
 QH0641.The intent of sharing this data is to allow access to positions or heights
 QH0641.recognized by the United States Government. Passive control that is used by
 QH0641.both nations may share the same or similar designations or descriptions but
 QH0641.do not share official positions or heights. The 'Station Description' may
 QH0641.originate from a Canadian 'Station Report' and if so contains information
 QH0641.licensed under the 'Open Government License - Canada'.
 QH0641
 QH0641.The horizontal coordinates were established by classical geodetic methods
 QH0641.and adjusted by the National Geodetic Survey in May 1998.
 QH0641
 QH0641.The NAVD 88 height was computed by applying the VERTCON shift value to
 QH0641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QH0641
 QH0641.Significant digits in the geoid height do not necessarily reflect accuracy.
 QH0641
 QH0641.Click photographs - Photos may exist for this station.
 QH0641
 QH0641. The following values were computed from the NAD 83(1996) position.
 QH0641
 QH0641;                    North         East     Units Scale Factor Converg.
 QH0641;UTM  19      - 4,987,524.462   299,946.258   MT  1.00009214   -1 47 46.4
 QH0641
 QH0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0641!UTM  19      -   0.99993790  x   1.00009214  =   1.00003003
 QH0641
 QH0641:                Primary Azimuth Mark                     Grid Az
 QH0641:UTM  19      -  MONUMENT 521                             090 43 41.6
 QH0641
 QH0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBK9994687524(NAD 83)
 QH0641
 QH0641|---------------------------------------------------------------------|
 QH0641| PID    Reference Object                     Distance      Geod. Az  |
 QH0641|                                                           dddmmss.s |
 QH0641| QH0638 MONUMENT 521                        APPROX. 0.9 KM 0885555.2 |
 QH0641|---------------------------------------------------------------------|
 QH0641
 QH0641                          SUPERSEDED SURVEY CONTROL
 QH0641
 QH0641  NAD 83(1996)-  45 00 46.60698(N)    071 32 19.79275(W) AD(       ) 3
 QH0641  NAD 83(1992)-  45 00 46.60689(N)    071 32 19.79280(W) AD(       ) 3
 QH0641  NAD 83(1992)-  45 00 46.61385(N)    071 32 19.78807(W) AD(       ) 3
 QH0641  NAD 83(1986)-  45 00 46.61427(N)    071 32 19.78875(W) AD(       ) 3
 QH0641  NAD 27      -  45 00 46.46000(N)    071 32 21.51000(W) AD(       ) 3
 QH0641  NGVD 29 (07/19/86)  424.     (m)         1391.     (f) VERT ANG       
 QH0641
 QH0641.Superseded values are not recommended for survey control.
 QH0641
 QH0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0641.See file dsdata.pdf to determine how the superseded data were derived.
 QH0641
 QH0641_MARKER: Z = SEE DESCRIPTION
 QH0641_SETTING: 0 = UNSPECIFIED SETTING
 QH0641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QH0641
 QH0641  HISTORY     - Date     Condition        Report By
 QH0641  HISTORY     - 1906     MONUMENTED       IBC
 QH0641  HISTORY     - 1927     GOOD             IBC
 QH0641
 QH0641                          STATION DESCRIPTION
 QH0641
 QH0641'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1906
 QH0641'STATION MARK--AN INTERMEDIATE POST OF GRANITE OR CONCRETE ABOUT
 QH0641'16-1/2 INCHES HIGH SET IN A CONCRETE BASE 3X3X3 FEET DEEP.
 QH0641'
 QH0641'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 QH0641
 QH0641                          STATION RECOVERY (1927)
 QH0641
 QH0641'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1927 (FHB)
 QH0641'A NEW ELEVATION WAS DETERMINED FOR MONUMENT IN 1927.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 QH0642 ***********************************************************************
 QH0642  DESIGNATION -  MONUMENT 522
 QH0642  PID         -  QH0642
 QH0642  STATE/COUNTY-  PQ/COATICOOK
 QH0642  COUNTRY     -  CANADA
 QH0642  NTS MAPSHEET-  COATICOOK (2020)
 QH0642
 QH0642                         *CURRENT SURVEY CONTROL
 QH0642  ______________________________________________________________________
 QH0642* NAD 83(1996) POSITION- 45 00 45.72619(N) 071 33 26.02678(W)   ADJUSTED
 QH0642* NAVD 88 ORTHO HEIGHT -   315.    (meters)     1033.    (feet) VERTCON
 QH0642  ______________________________________________________________________
 QH0642  GEOID HEIGHT    -        -27.862 (meters)                     EGM08
 QH0642  HORZ ORDER      -  THIRD
 QH0642
 QH0642.The positional and height information provided upon this datasheet are not
 QH0642.officially recognized by the Government of Canada, provincial governments
 QH0642.within Canada, nor are they intended to replace or substitute for them.
 QH0642.The intent of sharing this data is to allow access to positions or heights
 QH0642.recognized by the United States Government. Passive control that is used by
 QH0642.both nations may share the same or similar designations or descriptions but
 QH0642.do not share official positions or heights. The 'Station Description' may
 QH0642.originate from a Canadian 'Station Report' and if so contains information
 QH0642.licensed under the 'Open Government License - Canada'.
 QH0642
 QH0642.The horizontal coordinates were established by classical geodetic methods
 QH0642.and adjusted by the National Geodetic Survey in May 1998.
 QH0642
 QH0642.The NAVD 88 height was computed by applying the VERTCON shift value to
 QH0642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QH0642
 QH0642.Significant digits in the geoid height do not necessarily reflect accuracy.
 QH0642
 QH0642.Click photographs - Photos may exist for this station.
 QH0642
 QH0642. The following values were computed from the NAD 83(1996) position.
 QH0642
 QH0642;                    North         East     Units Scale Factor Converg.
 QH0642;UTM  19      - 4,987,542.871   298,495.659   MT  1.00009930   -1 48 33.3
 QH0642
 QH0642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0642!UTM  19      -   0.99995499  x   1.00009930  =   1.00005429
 QH0642
 QH0642:                Primary Azimuth Mark                     Grid Az
 QH0642:UTM  19      -  MONUMENT 521A                            090 43 37.6
 QH0642
 QH0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBK9849587542(NAD 83)
 QH0642
 QH0642|---------------------------------------------------------------------|
 QH0642| PID    Reference Object                     Distance      Geod. Az  |
 QH0642|                                                           dddmmss.s |
 QH0642| QH0641 MONUMENT 521A                       APPROX. 1.5 KM 0885504.3 |
 QH0642| QH0644 MONUMENT 522A                       205.702 METERS 26855     |
 QH0642|---------------------------------------------------------------------|
 QH0642
 QH0642                          SUPERSEDED SURVEY CONTROL
 QH0642
 QH0642  NAD 83(1996)-  45 00 45.72484(N)    071 33 26.02651(W) AD(       ) 3
 QH0642  NAD 83(1992)-  45 00 45.72481(N)    071 33 26.02656(W) AD(       ) 3
 QH0642  NAD 83(1992)-  45 00 45.73196(N)    071 33 26.02176(W) AD(       ) 3
 QH0642  NAD 83(1986)-  45 00 45.73244(N)    071 33 26.02257(W) AD(       ) 3
 QH0642  NAD 27      -  45 00 45.57792(N)    071 33 27.73434(W) AD(       ) 3
 QH0642  NGVD 29 (07/19/86)  315.     (m)         1033.     (f) VERT ANG       
 QH0642
 QH0642.Superseded values are not recommended for survey control.
 QH0642
 QH0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0642.See file dsdata.pdf to determine how the superseded data were derived.
 QH0642
 QH0642_MARKER: Z = SEE DESCRIPTION
 QH0642_SETTING: 0 = UNSPECIFIED SETTING
 QH0642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QH0642
 QH0642  HISTORY     - Date     Condition        Report By
 QH0642  HISTORY     - 1906     MONUMENTED       IBC
 QH0642  HISTORY     - 1927     GOOD             IBC
 QH0642
 QH0642                          STATION DESCRIPTION
 QH0642
 QH0642'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1906
 QH0642'STATION MARK--A CAST-IRON POST ABOUT 38 INCHES HIGH SET IN A
 QH0642'CONCRETE BASE 3X3X3 FEET DEEP.
 QH0642'
 QH0642'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 QH0642
 QH0642                          STATION RECOVERY (1927)
 QH0642
 QH0642'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1927 (FHB)
 QH0642'A NEW ELEVATION WAS DETERMINED FOR MONUMENT IN 1927.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 QH0644 ***********************************************************************
 QH0644  DESIGNATION -  MONUMENT 522A
 QH0644  PID         -  QH0644
 QH0644  STATE/COUNTY-  PQ/COATICOOK
 QH0644  COUNTRY     -  CANADA
 QH0644  NTS MAPSHEET-  COATICOOK (2020)
 QH0644
 QH0644                         *CURRENT SURVEY CONTROL
 QH0644  ______________________________________________________________________
 QH0644* NAD 83(1996) POSITION- 45 00 45.60023(N) 071 33 35.41916(W)   ADJUSTED
 QH0644* NAVD 88 ORTHO HEIGHT -   335.    (meters)     1099.    (feet) VERTCON
 QH0644  ______________________________________________________________________
 QH0644  GEOID HEIGHT    -        -27.867 (meters)                     EGM08
 QH0644  HORZ ORDER      -  THIRD
 QH0644
 QH0644.The positional and height information provided upon this datasheet are not
 QH0644.officially recognized by the Government of Canada, provincial governments
 QH0644.within Canada, nor are they intended to replace or substitute for them.
 QH0644.The intent of sharing this data is to allow access to positions or heights
 QH0644.recognized by the United States Government. Passive control that is used by
 QH0644.both nations may share the same or similar designations or descriptions but
 QH0644.do not share official positions or heights. The 'Station Description' may
 QH0644.originate from a Canadian 'Station Report' and if so contains information
 QH0644.licensed under the 'Open Government License - Canada'.
 QH0644
 QH0644.The horizontal coordinates were established by classical geodetic methods
 QH0644.and adjusted by the National Geodetic Survey in May 1998.
 QH0644
 QH0644.The NAVD 88 height was computed by applying the VERTCON shift value to
 QH0644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QH0644
 QH0644.Significant digits in the geoid height do not necessarily reflect accuracy.
 QH0644
 QH0644.Click photographs - Photos may exist for this station.
 QH0644
 QH0644. The following values were computed from the NAD 83(1996) position.
 QH0644
 QH0644;                    North         East     Units Scale Factor Converg.
 QH0644;UTM  19      - 4,987,545.482   298,289.953   MT  1.00010032   -1 48 39.9
 QH0644
 QH0644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0644!UTM  19      -   0.99995186  x   1.00010032  =   1.00005217
 QH0644
 QH0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBK9828987545(NAD 83)
 QH0644
 QH0644                          SUPERSEDED SURVEY CONTROL
 QH0644
 QH0644  NAD 83(1996)-  45 00 45.59889(N)    071 33 35.41889(W) AD(       ) 3
 QH0644  NAD 83(1992)-  45 00 45.59885(N)    071 33 35.41890(W) AD(       ) 3
 QH0644  NAD 83(1992)-  45 00 45.60604(N)    071 33 35.41412(W) AD(       ) 3
 QH0644  NAD 83(1986)-  45 00 45.60653(N)    071 33 35.41498(W) AD(       ) 3
 QH0644  NAD 27      -  45 00 45.45199(N)    071 33 37.11201(W) AD(       ) 3
 QH0644  NGVD 29 (07/19/86)  335.     (m)         1099.     (f) VERT ANG       
 QH0644
 QH0644.Superseded values are not recommended for survey control.
 QH0644
 QH0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0644.See file dsdata.pdf to determine how the superseded data were derived.
 QH0644
 QH0644_MARKER: Z = SEE DESCRIPTION
 QH0644_SETTING: 0 = UNSPECIFIED SETTING
 QH0644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QH0644
 QH0644  HISTORY     - Date     Condition        Report By
 QH0644  HISTORY     - 1906     MONUMENTED       IBC
 QH0644  HISTORY     - 1927     GOOD             IBC
 QH0644
 QH0644                          STATION DESCRIPTION
 QH0644
 QH0644'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1906
 QH0644'STATION MARK--AN INTERMEDIATE POST OF GRANITE OR CONCRETE ABOUT
 QH0644'16-1/2 INCHES HIGH SET IN A CONCRETE BASE 3X3X3 FEET DEEP.
 QH0644'
 QH0644'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 QH0644
 QH0644                          STATION RECOVERY (1927)
 QH0644
 QH0644'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1927 (FHB)
 QH0644'A NEW ELEVATION WAS DETERMINED FOR MONUMENT IN 1927.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 QH0646 ***********************************************************************
 QH0646  DESIGNATION -  MONUMENT 522A2
 QH0646  PID         -  QH0646
 QH0646  STATE/COUNTY-  PQ/COATICOOK
 QH0646  COUNTRY     -  CANADA
 QH0646  NTS MAPSHEET-  COATICOOK (2020)
 QH0646
 QH0646                         *CURRENT SURVEY CONTROL
 QH0646  ______________________________________________________________________
 QH0646* NAD 83(1996) POSITION- 45 00 45.58277(N) 071 33 36.72077(W)   ADJUSTED
 QH0646* NAVD 88 ORTHO HEIGHT -   335.    (meters)     1099.    (feet) VERTCON
 QH0646  ______________________________________________________________________
 QH0646  GEOID HEIGHT    -        -27.868 (meters)                     EGM08
 QH0646  HORZ ORDER      -  THIRD
 QH0646
 QH0646.The positional and height information provided upon this datasheet are not
 QH0646.officially recognized by the Government of Canada, provincial governments
 QH0646.within Canada, nor are they intended to replace or substitute for them.
 QH0646.The intent of sharing this data is to allow access to positions or heights
 QH0646.recognized by the United States Government. Passive control that is used by
 QH0646.both nations may share the same or similar designations or descriptions but
 QH0646.do not share official positions or heights. The 'Station Description' may
 QH0646.originate from a Canadian 'Station Report' and if so contains information
 QH0646.licensed under the 'Open Government License - Canada'.
 QH0646
 QH0646.The horizontal coordinates were established by classical geodetic methods
 QH0646.and adjusted by the National Geodetic Survey in May 1998.
 QH0646
 QH0646.The NAVD 88 height was computed by applying the VERTCON shift value to
 QH0646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QH0646
 QH0646.Significant digits in the geoid height do not necessarily reflect accuracy.
 QH0646
 QH0646.Click photographs - Photos may exist for this station.
 QH0646
 QH0646. The following values were computed from the NAD 83(1996) position.
 QH0646
 QH0646;                    North         East     Units Scale Factor Converg.
 QH0646;UTM  19      - 4,987,545.844   298,261.446   MT  1.00010046   -1 48 40.8
 QH0646
 QH0646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0646!UTM  19      -   0.99995186  x   1.00010046  =   1.00005231
 QH0646
 QH0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBK9826187545(NAD 83)
 QH0646
 QH0646                          SUPERSEDED SURVEY CONTROL
 QH0646
 QH0646  NAD 83(1996)-  45 00 45.58142(N)    071 33 36.72050(W) AD(       ) 3
 QH0646  NAD 83(1992)-  45 00 45.58139(N)    071 33 36.72051(W) AD(       ) 3
 QH0646  NAD 83(1992)-  45 00 45.58857(N)    071 33 36.71573(W) AD(       ) 3
 QH0646  NAD 83(1986)-  45 00 45.58907(N)    071 33 36.71660(W) AD(       ) 3
 QH0646  NAD 27      -  45 00 45.43439(N)    071 33 38.41187(W) AD(       ) 3
 QH0646  NGVD 29 (07/19/86)  335.     (m)         1099.     (f) VERT ANG       
 QH0646
 QH0646.Superseded values are not recommended for survey control.
 QH0646
 QH0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0646.See file dsdata.pdf to determine how the superseded data were derived.
 QH0646
 QH0646_MARKER: DU = BOUNDARY MARKER
 QH0646_SETTING: 0 = UNSPECIFIED SETTING
 QH0646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QH0646
 QH0646  HISTORY     - Date     Condition        Report By
 QH0646  HISTORY     - 1906     MONUMENTED       IBC
 QH0646  HISTORY     - 1927     POOR             IBC
 QH0646  HISTORY     - 1931     POOR             IBC
 QH0646  HISTORY     - 1937     POOR             IBC
 QH0646
 QH0646                          STATION DESCRIPTION
 QH0646
 QH0646'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1906
 QH0646'STATION MARK--AN INTERMEDIATE POST OF GRANITE OR CONCRETE ABOUT
 QH0646'16-1/2 INCHES HIGH SET IN A CONCRETE BASE 3X3X3 FEET DEEP.
 QH0646
 QH0646                          STATION RECOVERY (1927)
 QH0646
 QH0646'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1927 (FHB)
 QH0646'REPAIR WORK WAS CARRIED OUT ON MONUMENT IN 1927.
 QH0646
 QH0646                          STATION RECOVERY (1931)
 QH0646
 QH0646'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1931 (HSM)
 QH0646'MONUMENT BROKEN.
 QH0646
 QH0646                          STATION RECOVERY (1937)
 QH0646
 QH0646'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1937 (JGH)
 QH0646'A STANDARD LINE DISK WAS SET IN BASE TO REPLACE POST IN 1937.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 QH0648 ***********************************************************************
 QH0648  DESIGNATION -  MONUMENT 522A3
 QH0648  PID         -  QH0648
 QH0648  STATE/COUNTY-  PQ/COATICOOK
 QH0648  COUNTRY     -  CANADA
 QH0648  NTS MAPSHEET-  COATICOOK (2020)
 QH0648
 QH0648                         *CURRENT SURVEY CONTROL
 QH0648  ______________________________________________________________________
 QH0648* NAD 83(1996) POSITION- 45 00 45.54359(N) 071 33 39.64081(W)   ADJUSTED
 QH0648* NAVD 88 ORTHO HEIGHT -   345.    (meters)     1132.    (feet) VERTCON
 QH0648  ______________________________________________________________________
 QH0648  GEOID HEIGHT    -        -27.869 (meters)                     EGM08
 QH0648  HORZ ORDER      -  SECOND
 QH0648
 QH0648.The positional and height information provided upon this datasheet are not
 QH0648.officially recognized by the Government of Canada, provincial governments
 QH0648.within Canada, nor are they intended to replace or substitute for them.
 QH0648.The intent of sharing this data is to allow access to positions or heights
 QH0648.recognized by the United States Government. Passive control that is used by
 QH0648.both nations may share the same or similar designations or descriptions but
 QH0648.do not share official positions or heights. The 'Station Description' may
 QH0648.originate from a Canadian 'Station Report' and if so contains information
 QH0648.licensed under the 'Open Government License - Canada'.
 QH0648
 QH0648.The horizontal coordinates were established by classical geodetic methods
 QH0648.and adjusted by the National Geodetic Survey in May 1998.
 QH0648
 QH0648.The NAVD 88 height was computed by applying the VERTCON shift value to
 QH0648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QH0648
 QH0648.Significant digits in the geoid height do not necessarily reflect accuracy.
 QH0648
 QH0648.Click photographs - Photos may exist for this station.
 QH0648
 QH0648. The following values were computed from the NAD 83(1996) position.
 QH0648
 QH0648;                    North         East     Units Scale Factor Converg.
 QH0648;UTM  19      - 4,987,546.657   298,197.493   MT  1.00010078   -1 48 42.9
 QH0648
 QH0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0648!UTM  19      -   0.99995029  x   1.00010078  =   1.00005107
 QH0648
 QH0648:                Primary Azimuth Mark                     Grid Az
 QH0648:UTM  19      -  MONUMENT 523                             270 43 40.8
 QH0648
 QH0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBK9819787546(NAD 83)
 QH0648
 QH0648|---------------------------------------------------------------------|
 QH0648| PID    Reference Object                     Distance      Geod. Az  |
 QH0648|                                                           dddmmss.s |
 QH0648| QH0646 MONUMENT 522A2                       63.952 METERS 08855     |
 QH0648| QH0651 MONUMENT 523                        APPROX. 0.9 KM 2685457.9 |
 QH0648|---------------------------------------------------------------------|
 QH0648
 QH0648                          SUPERSEDED SURVEY CONTROL
 QH0648
 QH0648  NAD 83(1996)-  45 00 45.54224(N)    071 33 39.64054(W) AD(       ) 2
 QH0648  NAD 83(1992)-  45 00 45.54221(N)    071 33 39.64053(W) AD(       ) 2
 QH0648  NAD 83(1992)-  45 00 45.54939(N)    071 33 39.63576(W) AD(       ) 2
 QH0648  NAD 83(1986)-  45 00 45.54988(N)    071 33 39.63664(W) AD(       ) 2
 QH0648  NAD 27      -  45 00 45.39475(N)    071 33 41.32685(W) AD(       ) 2
 QH0648  NGVD 29 (07/19/86)  345.     (m)         1132.     (f) VERT ANG       
 QH0648
 QH0648.Superseded values are not recommended for survey control.
 QH0648
 QH0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0648.See file dsdata.pdf to determine how the superseded data were derived.
 QH0648
 QH0648_MARKER: Z = SEE DESCRIPTION
 QH0648_SETTING: 0 = UNSPECIFIED SETTING
 QH0648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QH0648
 QH0648  HISTORY     - Date     Condition        Report By
 QH0648  HISTORY     - 1906     MONUMENTED       IBC
 QH0648
 QH0648                          STATION DESCRIPTION
 QH0648
 QH0648'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1906
 QH0648'STATION MARK--AN INTERMEDIATE POST OF GRANITE OR CONCRETE ABOUT
 QH0648'16-1/2 INCHES HIGH SET IN A CONCRETE BASE 3X3X3 FEET DEEP.
 QH0648'
 QH0648'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 QH0651 ***********************************************************************
 QH0651  DESIGNATION -  MONUMENT 523
 QH0651  PID         -  QH0651
 QH0651  STATE/COUNTY-  PQ/COATICOOK
 QH0651  COUNTRY     -  CANADA
 QH0651  NTS MAPSHEET-  COATICOOK (2020)
 QH0651
 QH0651                         *CURRENT SURVEY CONTROL
 QH0651  ______________________________________________________________________
 QH0651* NAD 83(1996) POSITION- 45 00 44.98556(N) 071 34 21.06504(W)   ADJUSTED
 QH0651* NAVD 88 ORTHO HEIGHT -   443.    (meters)     1453.    (feet) VERTCON
 QH0651  ______________________________________________________________________
 QH0651  GEOID HEIGHT    -        -27.890 (meters)                     EGM08
 QH0651  HORZ ORDER      -  THIRD
 QH0651
 QH0651.The positional and height information provided upon this datasheet are not
 QH0651.officially recognized by the Government of Canada, provincial governments
 QH0651.within Canada, nor are they intended to replace or substitute for them.
 QH0651.The intent of sharing this data is to allow access to positions or heights
 QH0651.recognized by the United States Government. Passive control that is used by
 QH0651.both nations may share the same or similar designations or descriptions but
 QH0651.do not share official positions or heights. The 'Station Description' may
 QH0651.originate from a Canadian 'Station Report' and if so contains information
 QH0651.licensed under the 'Open Government License - Canada'.
 QH0651
 QH0651.The horizontal coordinates were established by classical geodetic methods
 QH0651.and adjusted by the National Geodetic Survey in May 1998.
 QH0651
 QH0651.The NAVD 88 height was computed by applying the VERTCON shift value to
 QH0651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QH0651
 QH0651.Significant digits in the geoid height do not necessarily reflect accuracy.
 QH0651
 QH0651.Click photographs - Photos may exist for this station.
 QH0651
 QH0651. The following values were computed from the NAD 83(1996) position.
 QH0651
 QH0651;                    North         East     Units Scale Factor Converg.
 QH0651;UTM  19      - 4,987,558.185   297,290.238   MT  1.00010529   -1 49 12.2
 QH0651
 QH0651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0651!UTM  19      -   0.99993493  x   1.00010529  =   1.00004021
 QH0651
 QH0651:                Primary Azimuth Mark                     Grid Az
 QH0651:UTM  19      -  MONUMENT 522A3                           090 43 40.8
 QH0651
 QH0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBK9729087558(NAD 83)
 QH0651
 QH0651|---------------------------------------------------------------------|
 QH0651| PID    Reference Object                     Distance      Geod. Az  |
 QH0651|                                                           dddmmss.s |
 QH0651| QH0648 MONUMENT 522A3                      APPROX. 0.9 KM 0885428.6 |
 QH0651|---------------------------------------------------------------------|
 QH0651
 QH0651                          SUPERSEDED SURVEY CONTROL
 QH0651
 QH0651  NAD 83(1996)-  45 00 44.98422(N)    071 34 21.06477(W) AD(       ) 3
 QH0651  NAD 83(1992)-  45 00 44.98426(N)    071 34 21.06466(W) AD(       ) 3
 QH0651  NAD 83(1992)-  45 00 44.99135(N)    071 34 21.06015(W) AD(       ) 3
 QH0651  NAD 83(1986)-  45 00 44.99186(N)    071 34 21.06109(W) AD(       ) 3
 QH0651  NAD 27      -  45 00 44.83000(N)    071 34 22.72000(W) AD(       ) 3
 QH0651  NGVD 29 (07/19/86)  443.     (m)         1453.     (f) VERT ANG       
 QH0651
 QH0651.Superseded values are not recommended for survey control.
 QH0651
 QH0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0651.See file dsdata.pdf to determine how the superseded data were derived.
 QH0651
 QH0651_MARKER: Z = SEE DESCRIPTION
 QH0651_SETTING: 0 = UNSPECIFIED SETTING
 QH0651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QH0651
 QH0651  HISTORY     - Date     Condition        Report By
 QH0651  HISTORY     - 1845     MONUMENTED       IBC
 QH0651  HISTORY     - 1927     GOOD             IBC
 QH0651  HISTORY     - 1960     POOR             IBC
 QH0651
 QH0651                          STATION DESCRIPTION
 QH0651
 QH0651'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0651'STATION MARK--A CAST-IRON POST ABOUT 38 INCHES HIGH SET IN A
 QH0651'CONCRETE BASE 3X3X3 FEET DEEP.
 QH0651'
 QH0651'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 QH0651
 QH0651                          STATION RECOVERY (1927)
 QH0651
 QH0651'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1927 (FHB)
 QH0651'A NEW ELEVATION WAS DETERMINED FOR MONUMENT IN 1927.
 QH0651
 QH0651                          STATION RECOVERY (1960)
 QH0651
 QH0651'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1960 (NWS)
 QH0651'REPAIR WORK WAS CARRIED OUT ON MONUMENT IN 1960.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 QH0653 ***********************************************************************
 QH0653  DESIGNATION -  MONUMENT 523A
 QH0653  PID         -  QH0653
 QH0653  STATE/COUNTY-  PQ/COATICOOK
 QH0653  COUNTRY     -  CANADA
 QH0653  NTS MAPSHEET-  COATICOOK (2020)
 QH0653
 QH0653                         *CURRENT SURVEY CONTROL
 QH0653  ______________________________________________________________________
 QH0653* NAD 83(1996) POSITION- 45 00 45.26963(N) 071 34 58.78554(W)   ADJUSTED
 QH0653* NAVD 88 ORTHO HEIGHT -   458.    (meters)     1503.    (feet) VERTCON
 QH0653  ______________________________________________________________________
 QH0653  GEOID HEIGHT    -        -27.908 (meters)                     EGM08
 QH0653  HORZ ORDER      -  SECOND
 QH0653
 QH0653.The positional and height information provided upon this datasheet are not
 QH0653.officially recognized by the Government of Canada, provincial governments
 QH0653.within Canada, nor are they intended to replace or substitute for them.
 QH0653.The intent of sharing this data is to allow access to positions or heights
 QH0653.recognized by the United States Government. Passive control that is used by
 QH0653.both nations may share the same or similar designations or descriptions but
 QH0653.do not share official positions or heights. The 'Station Description' may
 QH0653.originate from a Canadian 'Station Report' and if so contains information
 QH0653.licensed under the 'Open Government License - Canada'.
 QH0653
 QH0653.The horizontal coordinates were established by classical geodetic methods
 QH0653.and adjusted by the National Geodetic Survey in May 1998.
 QH0653
 QH0653.The NAVD 88 height was computed by applying the VERTCON shift value to
 QH0653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QH0653
 QH0653.Significant digits in the geoid height do not necessarily reflect accuracy.
 QH0653
 QH0653.Click photographs - Photos may exist for this station.
 QH0653
 QH0653. The following values were computed from the NAD 83(1996) position.
 QH0653
 QH0653;                    North         East     Units Scale Factor Converg.
 QH0653;UTM  19      - 4,987,593.240   296,464.877   MT  1.00010942   -1 49 38.9
 QH0653
 QH0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0653!UTM  19      -   0.99993258  x   1.00010942  =   1.00004199
 QH0653
 QH0653:                Primary Azimuth Mark                     Grid Az
 QH0653:UTM  19      -  MONUMENT 523                             092 25 55.4
 QH0653
 QH0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBK9646487593(NAD 83)
 QH0653
 QH0653|---------------------------------------------------------------------|
 QH0653| PID    Reference Object                     Distance      Geod. Az  |
 QH0653|                                                           dddmmss.s |
 QH0653| QH0651 MONUMENT 523                        APPROX. 0.8 KM 0903616.5 |
 QH0653| QH0654 MONUMENT 524                        350.636 METERS 27036     |
 QH0653|---------------------------------------------------------------------|
 QH0653
 QH0653                          SUPERSEDED SURVEY CONTROL
 QH0653
 QH0653  NAD 83(1996)-  45 00 45.26828(N)    071 34 58.78526(W) AD(       ) 2
 QH0653  NAD 83(1992)-  45 00 45.26839(N)    071 34 58.78512(W) AD(       ) 2
 QH0653  NAD 83(1992)-  45 00 45.27542(N)    071 34 58.78056(W) AD(       ) 2
 QH0653  NAD 83(1986)-  45 00 45.27591(N)    071 34 58.78151(W) AD(       ) 2
 QH0653  NAD 27      -  45 00 45.10836(N)    071 35 00.44265(W) AD(       ) 2
 QH0653  NGVD 29 (07/19/86)  458.     (m)         1503.     (f) VERT ANG       
 QH0653
 QH0653.Superseded values are not recommended for survey control.
 QH0653
 QH0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0653.See file dsdata.pdf to determine how the superseded data were derived.
 QH0653
 QH0653_MARKER: Z = SEE DESCRIPTION
 QH0653_SETTING: 0 = UNSPECIFIED SETTING
 QH0653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QH0653
 QH0653  HISTORY     - Date     Condition        Report By
 QH0653  HISTORY     - 1906     MONUMENTED       IBC
 QH0653  HISTORY     - 1927     GOOD             IBC
 QH0653
 QH0653                          STATION DESCRIPTION
 QH0653
 QH0653'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1906
 QH0653'STATION MARK--AN INTERMEDIATE POST OF GRANITE OR CONCRETE ABOUT
 QH0653'16-1/2 INCHES HIGH SET IN A CONCRETE BASE 3X3X3 FEET DEEP.
 QH0653'
 QH0653'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 QH0653
 QH0653                          STATION RECOVERY (1927)
 QH0653
 QH0653'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1927 (FHB)
 QH0653'A NEW ELEVATION WAS DETERMINED FOR MONUMENT IN 1927.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 QH0654 ***********************************************************************
 QH0654  DESIGNATION -  MONUMENT 524
 QH0654  PID         -  QH0654
 QH0654  STATE/COUNTY-  PQ/COATICOOK
 QH0654  COUNTRY     -  CANADA
 QH0654  NTS MAPSHEET-  COATICOOK (2020)
 QH0654
 QH0654                         *CURRENT SURVEY CONTROL
 QH0654  ______________________________________________________________________
 QH0654* NAD 83(1996) POSITION- 45 00 45.38694(N) 071 35 14.79758(W)   ADJUSTED
 QH0654* NAVD 88 ORTHO HEIGHT -   447.    (meters)     1467.    (feet) VERTCON
 QH0654  ______________________________________________________________________
 QH0654  GEOID HEIGHT    -        -27.916 (meters)                     EGM08
 QH0654  HORZ ORDER      -  THIRD
 QH0654
 QH0654.The positional and height information provided upon this datasheet are not
 QH0654.officially recognized by the Government of Canada, provincial governments
 QH0654.within Canada, nor are they intended to replace or substitute for them.
 QH0654.The intent of sharing this data is to allow access to positions or heights
 QH0654.recognized by the United States Government. Passive control that is used by
 QH0654.both nations may share the same or similar designations or descriptions but
 QH0654.do not share official positions or heights. The 'Station Description' may
 QH0654.originate from a Canadian 'Station Report' and if so contains information
 QH0654.licensed under the 'Open Government License - Canada'.
 QH0654
 QH0654.The horizontal coordinates were established by classical geodetic methods
 QH0654.and adjusted by the National Geodetic Survey in May 1998.
 QH0654
 QH0654.The NAVD 88 height was computed by applying the VERTCON shift value to
 QH0654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QH0654
 QH0654.Significant digits in the geoid height do not necessarily reflect accuracy.
 QH0654
 QH0654.Click photographs - Photos may exist for this station.
 QH0654
 QH0654. The following values were computed from the NAD 83(1996) position.
 QH0654
 QH0654;                    North         East     Units Scale Factor Converg.
 QH0654;UTM  19      - 4,987,608.052   296,114.515   MT  1.00011117   -1 49 50.3
 QH0654
 QH0654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0654!UTM  19      -   0.99993431  x   1.00011117  =   1.00004547
 QH0654
 QH0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBK9611487608(NAD 83)
 QH0654
 QH0654|---------------------------------------------------------------------|
 QH0654| PID    Reference Object                     Distance      Geod. Az  |
 QH0654|                                                           dddmmss.s |
 QH0654| QH0653 MONUMENT 523A                       350.636 METERS 09035     |
 QH0654|---------------------------------------------------------------------|
 QH0654
 QH0654                          SUPERSEDED SURVEY CONTROL
 QH0654
 QH0654  NAD 83(1996)-  45 00 45.38559(N)    071 35 14.79730(W) AD(       ) 3
 QH0654  NAD 83(1992)-  45 00 45.38573(N)    071 35 14.79716(W) AD(       ) 3
 QH0654  NAD 83(1992)-  45 00 45.39273(N)    071 35 14.79258(W) AD(       ) 3
 QH0654  NAD 83(1986)-  45 00 45.39321(N)    071 35 14.79354(W) AD(       ) 3
 QH0654  NAD 27      -  45 00 45.22352(N)    071 35 16.45419(W) AD(       ) 3
 QH0654  NGVD 29 (07/19/86)  447.     (m)         1467.     (f) VERT ANG       
 QH0654
 QH0654.Superseded values are not recommended for survey control.
 QH0654
 QH0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0654.See file dsdata.pdf to determine how the superseded data were derived.
 QH0654
 QH0654_MARKER: Z = SEE DESCRIPTION
 QH0654_SETTING: 0 = UNSPECIFIED SETTING
 QH0654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QH0654
 QH0654  HISTORY     - Date     Condition        Report By
 QH0654  HISTORY     - 1845     MONUMENTED       IBC
 QH0654  HISTORY     - 1927     GOOD             IBC
 QH0654
 QH0654                          STATION DESCRIPTION
 QH0654
 QH0654'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0654'STATION MARK--A CAST-IRON POST ABOUT 38 INCHES HIGH SET IN A
 QH0654'CONCRETE BASE 3X3X3 FEET DEEP.
 QH0654'
 QH0654'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 QH0654
 QH0654                          STATION RECOVERY (1927)
 QH0654
 QH0654'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1927 (FHB)
 QH0654'A NEW ELEVATION WAS DETERMINED FOR MONUMENT IN 1927.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 QH0656 ***********************************************************************
 QH0656  DESIGNATION -  MONUMENT 525
 QH0656  PID         -  QH0656
 QH0656  STATE/COUNTY-  PQ/COATICOOK
 QH0656  COUNTRY     -  CANADA
 QH0656  NTS MAPSHEET-  COATICOOK (2020)
 QH0656
 QH0656                         *CURRENT SURVEY CONTROL
 QH0656  ______________________________________________________________________
 QH0656* NAD 83(1996) POSITION- 45 00 45.53974(N) 071 35 51.36396(W)   ADJUSTED
 QH0656* NAVD 88 ORTHO HEIGHT -   374.    (meters)     1227.    (feet) VERTCON
 QH0656  ______________________________________________________________________
 QH0656  GEOID HEIGHT    -        -27.933 (meters)                     EGM08
 QH0656  HORZ ORDER      -  THIRD
 QH0656
 QH0656.The positional and height information provided upon this datasheet are not
 QH0656.officially recognized by the Government of Canada, provincial governments
 QH0656.within Canada, nor are they intended to replace or substitute for them.
 QH0656.The intent of sharing this data is to allow access to positions or heights
 QH0656.recognized by the United States Government. Passive control that is used by
 QH0656.both nations may share the same or similar designations or descriptions but
 QH0656.do not share official positions or heights. The 'Station Description' may
 QH0656.originate from a Canadian 'Station Report' and if so contains information
 QH0656.licensed under the 'Open Government License - Canada'.
 QH0656
 QH0656.The horizontal coordinates were established by classical geodetic methods
 QH0656.and adjusted by the National Geodetic Survey in May 1998.
 QH0656
 QH0656.The NAVD 88 height was computed by applying the VERTCON shift value to
 QH0656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QH0656
 QH0656.Significant digits in the geoid height do not necessarily reflect accuracy.
 QH0656
 QH0656.Click photographs - Photos may exist for this station.
 QH0656
 QH0656. The following values were computed from the NAD 83(1996) position.
 QH0656
 QH0656;                    North         East     Units Scale Factor Converg.
 QH0656;UTM  19      - 4,987,638.399   295,314.289   MT  1.00011519   -1 50 16.2
 QH0656
 QH0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0656!UTM  19      -   0.99994575  x   1.00011519  =   1.00006094
 QH0656
 QH0656:                Primary Azimuth Mark                     Grid Az
 QH0656:UTM  19      -  MONUMENT 524                             092 10 18.4
 QH0656
 QH0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBK9531487638(NAD 83)
 QH0656
 QH0656|---------------------------------------------------------------------|
 QH0656| PID    Reference Object                     Distance      Geod. Az  |
 QH0656|                                                           dddmmss.s |
 QH0656| QH0654 MONUMENT 524                        APPROX. 0.8 KM 0902002.2 |
 QH0656|---------------------------------------------------------------------|
 QH0656
 QH0656                          SUPERSEDED SURVEY CONTROL
 QH0656
 QH0656  NAD 83(1996)-  45 00 45.53839(N)    071 35 51.36368(W) AD(       ) 3
 QH0656  NAD 83(1992)-  45 00 45.53858(N)    071 35 51.36355(W) AD(       ) 3
 QH0656  NAD 83(1992)-  45 00 45.54554(N)    071 35 51.35892(W) AD(       ) 3
 QH0656  NAD 83(1986)-  45 00 45.54599(N)    071 35 51.35993(W) AD(       ) 3
 QH0656  NAD 27      -  45 00 45.37197(N)    071 35 53.01937(W) AD(       ) 3
 QH0656  NGVD 29 (07/19/86)  374.     (m)         1227.     (f) VERT ANG       
 QH0656
 QH0656.Superseded values are not recommended for survey control.
 QH0656
 QH0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0656.See file dsdata.pdf to determine how the superseded data were derived.
 QH0656
 QH0656_MARKER: Z = SEE DESCRIPTION
 QH0656_SETTING: 0 = UNSPECIFIED SETTING
 QH0656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QH0656
 QH0656  HISTORY     - Date     Condition        Report By
 QH0656  HISTORY     - 1906     MONUMENTED       IBC
 QH0656  HISTORY     - 1927     GOOD             IBC
 QH0656
 QH0656                          STATION DESCRIPTION
 QH0656
 QH0656'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1906
 QH0656'STATION MARK--A CAST-IRON POST ABOUT 38 INCHES HIGH SET IN A
 QH0656'CONCRETE BASE 3X3X3 FEET DEEP.
 QH0656'
 QH0656'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 QH0656
 QH0656                          STATION RECOVERY (1927)
 QH0656
 QH0656'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1927 (FHB)
 QH0656'A NEW ELEVATION WAS DETERMINED FOR MONUMENT IN 1927.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 QH0658 ***********************************************************************
 QH0658  DESIGNATION -  MONUMENT 525A
 QH0658  PID         -  QH0658
 QH0658  STATE/COUNTY-  PQ/COATICOOK
 QH0658  COUNTRY     -  CANADA
 QH0658  NTS MAPSHEET-  COATICOOK (2020)
 QH0658
 QH0658                         *CURRENT SURVEY CONTROL
 QH0658  ______________________________________________________________________
 QH0658* NAD 83(1996) POSITION- 45 00 45.63965(N) 071 36 15.71873(W)   ADJUSTED
 QH0658* NAVD 88 ORTHO HEIGHT -   393.    (meters)     1289.    (feet) VERTCON
 QH0658  ______________________________________________________________________
 QH0658  GEOID HEIGHT    -        -27.945 (meters)                     EGM08
 QH0658  HORZ ORDER      -  THIRD
 QH0658
 QH0658.The positional and height information provided upon this datasheet are not
 QH0658.officially recognized by the Government of Canada, provincial governments
 QH0658.within Canada, nor are they intended to replace or substitute for them.
 QH0658.The intent of sharing this data is to allow access to positions or heights
 QH0658.recognized by the United States Government. Passive control that is used by
 QH0658.both nations may share the same or similar designations or descriptions but
 QH0658.do not share official positions or heights. The 'Station Description' may
 QH0658.originate from a Canadian 'Station Report' and if so contains information
 QH0658.licensed under the 'Open Government License - Canada'.
 QH0658
 QH0658.The horizontal coordinates were established by classical geodetic methods
 QH0658.and adjusted by the National Geodetic Survey in May 1998.
 QH0658
 QH0658.The NAVD 88 height was computed by applying the VERTCON shift value to
 QH0658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QH0658
 QH0658.Significant digits in the geoid height do not necessarily reflect accuracy.
 QH0658
 QH0658.Click photographs - Photos may exist for this station.
 QH0658
 QH0658. The following values were computed from the NAD 83(1996) position.
 QH0658
 QH0658;                    North         East     Units Scale Factor Converg.
 QH0658;UTM  19      - 4,987,658.609   294,781.302   MT  1.00011788   -1 50 33.4
 QH0658
 QH0658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0658!UTM  19      -   0.99994278  x   1.00011788  =   1.00006065
 QH0658
 QH0658:                Primary Azimuth Mark                     Grid Az
 QH0658:UTM  19      -  MONUMENT 524                             092 10 18.1
 QH0658
 QH0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBK9478187658(NAD 83)
 QH0658
 QH0658|---------------------------------------------------------------------|
 QH0658| PID    Reference Object                     Distance      Geod. Az  |
 QH0658|                                                           dddmmss.s |
 QH0658| QH0654 MONUMENT 524                        APPROX. 1.3 KM 0901944.7 |
 QH0658|---------------------------------------------------------------------|
 QH0658
 QH0658                          SUPERSEDED SURVEY CONTROL
 QH0658
 QH0658  NAD 83(1996)-  45 00 45.63831(N)    071 36 15.71845(W) AD(       ) 3
 QH0658  NAD 83(1992)-  45 00 45.63853(N)    071 36 15.71831(W) AD(       ) 3
 QH0658  NAD 83(1992)-  45 00 45.64546(N)    071 36 15.71364(W) AD(       ) 3
 QH0658  NAD 83(1986)-  45 00 45.64590(N)    071 36 15.71467(W) AD(       ) 3
 QH0658  NAD 27      -  45 00 45.46899(N)    071 36 17.37331(W) AD(       ) 3
 QH0658  NGVD 29 (07/19/86)  393.     (m)         1289.     (f) VERT ANG       
 QH0658
 QH0658.Superseded values are not recommended for survey control.
 QH0658
 QH0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0658.See file dsdata.pdf to determine how the superseded data were derived.
 QH0658
 QH0658_MARKER: Z = SEE DESCRIPTION
 QH0658_SETTING: 0 = UNSPECIFIED SETTING
 QH0658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QH0658
 QH0658  HISTORY     - Date     Condition        Report By
 QH0658  HISTORY     - 1906     MONUMENTED       IBC
 QH0658  HISTORY     - 1927     GOOD             IBC
 QH0658
 QH0658                          STATION DESCRIPTION
 QH0658
 QH0658'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1906
 QH0658'STATION MARK--AN INTERMEDIATE POST OF GRANITE OR CONCRETE ABOUT
 QH0658'16-1/2 INCHES HIGH SET IN A CONCRETE BASE 3X3X3 FEET DEEP.
 QH0658'
 QH0658'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 QH0658
 QH0658                          STATION RECOVERY (1927)
 QH0658
 QH0658'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1927 (FHB)
 QH0658'A NEW ELEVATION WAS DETERMINED FOR MONUMENT IN 1927.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 QH0660 ***********************************************************************
 QH0660  DESIGNATION -  MONUMENT 526
 QH0660  PID         -  QH0660
 QH0660  STATE/COUNTY-  PQ/COATICOOK
 QH0660  COUNTRY     -  CANADA
 QH0660  NTS MAPSHEET-  COATICOOK (2020)
 QH0660
 QH0660                         *CURRENT SURVEY CONTROL
 QH0660  ______________________________________________________________________
 QH0660* NAD 83(1996) POSITION- 45 00 45.76743(N) 071 36 45.57682(W)   ADJUSTED
 QH0660* NAVD 88 ORTHO HEIGHT -   396.    (meters)     1299.    (feet) VERTCON
 QH0660  ______________________________________________________________________
 QH0660  GEOID HEIGHT    -        -27.959 (meters)                     EGM08
 QH0660  HORZ ORDER      -  THIRD
 QH0660
 QH0660.The positional and height information provided upon this datasheet are not
 QH0660.officially recognized by the Government of Canada, provincial governments
 QH0660.within Canada, nor are they intended to replace or substitute for them.
 QH0660.The intent of sharing this data is to allow access to positions or heights
 QH0660.recognized by the United States Government. Passive control that is used by
 QH0660.both nations may share the same or similar designations or descriptions but
 QH0660.do not share official positions or heights. The 'Station Description' may
 QH0660.originate from a Canadian 'Station Report' and if so contains information
 QH0660.licensed under the 'Open Government License - Canada'.
 QH0660
 QH0660.The horizontal coordinates were established by classical geodetic methods
 QH0660.and adjusted by the National Geodetic Survey in May 1998.
 QH0660
 QH0660.The NAVD 88 height was computed by applying the VERTCON shift value to
 QH0660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QH0660
 QH0660.Significant digits in the geoid height do not necessarily reflect accuracy.
 QH0660
 QH0660.Click photographs - Photos may exist for this station.
 QH0660
 QH0660. The following values were computed from the NAD 83(1996) position.
 QH0660
 QH0660;                    North         East     Units Scale Factor Converg.
 QH0660;UTM  19      - 4,987,683.611   294,127.886   MT  1.00012118   -1 50 54.6
 QH0660
 QH0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0660!UTM  19      -   0.99994231  x   1.00012118  =   1.00006348
 QH0660
 QH0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBK9412787683(NAD 83)
 QH0660
 QH0660                          SUPERSEDED SURVEY CONTROL
 QH0660
 QH0660  NAD 83(1996)-  45 00 45.76609(N)    071 36 45.57623(W) AD(       ) 3
 QH0660  NAD 83(1992)-  45 00 45.76635(N)    071 36 45.57620(W) AD(       ) 3
 QH0660  NAD 83(1992)-  45 00 45.77328(N)    071 36 45.57600(W) AD(       ) 3
 QH0660  NAD 83(1986)-  45 00 45.77369(N)    071 36 45.57563(W) AD(       ) 3
 QH0660  NAD 27      -  45 00 45.59367(N)    071 36 47.27351(W) AD(       ) 3
 QH0660  NGVD 29 (07/19/86)  396.     (m)         1299.     (f) VERT ANG       
 QH0660
 QH0660.Superseded values are not recommended for survey control.
 QH0660
 QH0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0660.See file dsdata.pdf to determine how the superseded data were derived.
 QH0660
 QH0660_MARKER: Z = SEE DESCRIPTION
 QH0660_SETTING: 0 = UNSPECIFIED SETTING
 QH0660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QH0660
 QH0660  HISTORY     - Date     Condition        Report By
 QH0660  HISTORY     - 1845     MONUMENTED       IBC
 QH0660  HISTORY     - 1927     GOOD             IBC
 QH0660  HISTORY     - 1952     POOR             IBC
 QH0660  HISTORY     - 1960     POOR             IBC
 QH0660  HISTORY     - 1980     GOOD             IBC
 QH0660
 QH0660                          STATION DESCRIPTION
 QH0660
 QH0660'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0660'STATION MARK--A CAST-IRON POST ABOUT 38 INCHES HIGH SET IN A
 QH0660'CONCRETE BASE 3X3X3 FEET DEEP.
 QH0660'
 QH0660'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 QH0660
 QH0660                          STATION RECOVERY (1927)
 QH0660
 QH0660'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1927 (FHB)
 QH0660'A NEW ELEVATION WAS DETERMINED FOR MONUMENT IN 1927.
 QH0660
 QH0660                          STATION RECOVERY (1952)
 QH0660
 QH0660'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1952 (DFC)
 QH0660'MONUMENT WAS COMPLETELY REBUILT IN 1952.
 QH0660
 QH0660                          STATION RECOVERY (1960)
 QH0660
 QH0660'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1960 (NWS)
 QH0660'REPAIR WORK WAS CARRIED OUT ON MONUMENT IN 1960.
 QH0660
 QH0660                          STATION RECOVERY (1980)
 QH0660
 QH0660'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (DD)
 QH0660'MONUMENT WAS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 QH0662 ***********************************************************************
 QH0662  DESIGNATION -  MONUMENT 527
 QH0662  PID         -  QH0662
 QH0662  STATE/COUNTY-  PQ/COATICOOK
 QH0662  COUNTRY     -  CANADA
 QH0662  NTS MAPSHEET-  COATICOOK (2020)
 QH0662
 QH0662                         *CURRENT SURVEY CONTROL
 QH0662  ______________________________________________________________________
 QH0662* NAD 83(1996) POSITION- 45 00 44.52654(N) 071 38 22.43170(W)   ADJUSTED
 QH0662* NAVD 88 ORTHO HEIGHT -   397.    (meters)     1302.    (feet) SCALED
 QH0662  ______________________________________________________________________
 QH0662  GEOID HEIGHT    -        -28.004 (meters)                     EGM08
 QH0662  HORZ ORDER      -  THIRD
 QH0662
 QH0662.The positional and height information provided upon this datasheet are not
 QH0662.officially recognized by the Government of Canada, provincial governments
 QH0662.within Canada, nor are they intended to replace or substitute for them.
 QH0662.The intent of sharing this data is to allow access to positions or heights
 QH0662.recognized by the United States Government. Passive control that is used by
 QH0662.both nations may share the same or similar designations or descriptions but
 QH0662.do not share official positions or heights. The 'Station Description' may
 QH0662.originate from a Canadian 'Station Report' and if so contains information
 QH0662.licensed under the 'Open Government License - Canada'.
 QH0662
 QH0662.The horizontal coordinates were established by classical geodetic methods
 QH0662.and adjusted by the National Geodetic Survey in May 1998.
 QH0662
 QH0662.The orthometric height was scaled from a topographic map.
 QH0662
 QH0662.Significant digits in the geoid height do not necessarily reflect accuracy.
 QH0662
 QH0662.Click photographs - Photos may exist for this station.
 QH0662
 QH0662. The following values were computed from the NAD 83(1996) position.
 QH0662
 QH0662;                    North         East     Units Scale Factor Converg.
 QH0662;UTM  19      - 4,987,714.092   292,006.648   MT  1.00013198   -1 52 03.1
 QH0662
 QH0662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0662!UTM  19      -   0.99994216  x   1.00013198  =   1.00007413
 QH0662
 QH0662:                Primary Azimuth Mark                     Grid Az
 QH0662:UTM  19      -  MONUMENT 526                             090 49 23.7
 QH0662
 QH0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBK9200687714(NAD 83)
 QH0662
 QH0662|---------------------------------------------------------------------|
 QH0662| PID    Reference Object                     Distance      Geod. Az  |
 QH0662|                                                           dddmmss.s |
 QH0662| QH0660 MONUMENT 526                        APPROX. 2.1 KM 0885720.6 |
 QH0662| QH0663 MONUMENT 527A                       392.242 METERS 26816     |
 QH0662|---------------------------------------------------------------------|
 QH0662
 QH0662                          SUPERSEDED SURVEY CONTROL
 QH0662
 QH0662  NAD 83(1996)-  45 00 44.52522(N)    071 38 22.43111(W) AD(       ) 3
 QH0662  NAD 83(1992)-  45 00 44.52544(N)    071 38 22.43108(W) AD(       ) 3
 QH0662  NAD 83(1992)-  45 00 44.53253(N)    071 38 22.42932(W) AD(       ) 3
 QH0662  NAD 83(1986)-  45 00 44.53283(N)    071 38 22.42911(W) AD(       ) 3
 QH0662  NAD 27      -  45 00 44.34987(N)    071 38 24.12822(W) AD(       ) 3
 QH0662
 QH0662.Superseded values are not recommended for survey control.
 QH0662
 QH0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0662.See file dsdata.pdf to determine how the superseded data were derived.
 QH0662
 QH0662_MARKER: Z = SEE DESCRIPTION
 QH0662_SETTING: 0 = UNSPECIFIED SETTING
 QH0662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QH0662
 QH0662  HISTORY     - Date     Condition        Report By
 QH0662  HISTORY     - 1845     MONUMENTED       IBC
 QH0662
 QH0662                          STATION DESCRIPTION
 QH0662
 QH0662'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0662'STATION MARK--A CAST-IRON POST ABOUT 38 INCHES HIGH SET IN A
 QH0662'CONCRETE BASE 3X3X3 FEET DEEP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 QH0663 ***********************************************************************
 QH0663  DESIGNATION -  MONUMENT 527A
 QH0663  PID         -  QH0663
 QH0663  STATE/COUNTY-  PQ/COATICOOK
 QH0663  COUNTRY     -  CANADA
 QH0663  NTS MAPSHEET-  COATICOOK (2020)
 QH0663
 QH0663                         *CURRENT SURVEY CONTROL
 QH0663  ______________________________________________________________________
 QH0663* NAD 83(1996) POSITION- 45 00 44.14149(N) 071 38 40.33633(W)   ADJUSTED
 QH0663* NAVD 88 ORTHO HEIGHT -   402.    (meters)     1319.    (feet) VERTCON
 QH0663  ______________________________________________________________________
 QH0663  GEOID HEIGHT    -        -28.012 (meters)                     EGM08
 QH0663  HORZ ORDER      -  THIRD
 QH0663
 QH0663.The positional and height information provided upon this datasheet are not
 QH0663.officially recognized by the Government of Canada, provincial governments
 QH0663.within Canada, nor are they intended to replace or substitute for them.
 QH0663.The intent of sharing this data is to allow access to positions or heights
 QH0663.recognized by the United States Government. Passive control that is used by
 QH0663.both nations may share the same or similar designations or descriptions but
 QH0663.do not share official positions or heights. The 'Station Description' may
 QH0663.originate from a Canadian 'Station Report' and if so contains information
 QH0663.licensed under the 'Open Government License - Canada'.
 QH0663
 QH0663.The horizontal coordinates were established by classical geodetic methods
 QH0663.and adjusted by the National Geodetic Survey in May 1998.
 QH0663
 QH0663.The NAVD 88 height was computed by applying the VERTCON shift value to
 QH0663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QH0663
 QH0663.Significant digits in the geoid height do not necessarily reflect accuracy.
 QH0663
 QH0663.Click photographs - Photos may exist for this station.
 QH0663
 QH0663. The following values were computed from the NAD 83(1996) position.
 QH0663
 QH0663;                    North         East     Units Scale Factor Converg.
 QH0663;UTM  19      - 4,987,715.000   291,614.355   MT  1.00013399   -1 52 15.7
 QH0663
 QH0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0663!UTM  19      -   0.99994138  x   1.00013399  =   1.00007536
 QH0663
 QH0663:                Primary Azimuth Mark                     Grid Az
 QH0663:UTM  19      -  MON.526 ECC                              090 33 31.1
 QH0663
 QH0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBK9161487715(NAD 83)
 QH0663
 QH0663|---------------------------------------------------------------------|
 QH0663| PID    Reference Object                     Distance      Geod. Az  |
 QH0663|                                                           dddmmss.s |
 QH0663| QH0661 MON.526 ECC                         APPROX. 2.5 KM 0884115.4 |
 QH0663| QH0664 MON.527A ECC                        443.154 METERS 2680415.9 |
 QH0663|---------------------------------------------------------------------|
 QH0663
 QH0663                          SUPERSEDED SURVEY CONTROL
 QH0663
 QH0663  NAD 83(1996)-  45 00 44.14017(N)    071 38 40.33574(W) AD(       ) 3
 QH0663  NAD 83(1992)-  45 00 44.14039(N)    071 38 40.33572(W) AD(       ) 3
 QH0663  NAD 83(1992)-  45 00 44.14751(N)    071 38 40.33367(W) AD(       ) 3
 QH0663  NAD 83(1986)-  45 00 44.14779(N)    071 38 40.33341(W) AD(       ) 3
 QH0663  NAD 27      -  45 00 43.96422(N)    071 38 42.03533(W) AD(       ) 3
 QH0663  NGVD 29 (07/19/86)  402.     (m)         1319.     (f) VERT ANG       
 QH0663
 QH0663.Superseded values are not recommended for survey control.
 QH0663
 QH0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0663.See file dsdata.pdf to determine how the superseded data were derived.
 QH0663
 QH0663_MARKER: Z = SEE DESCRIPTION
 QH0663_SETTING: 0 = UNSPECIFIED SETTING
 QH0663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QH0663
 QH0663  HISTORY     - Date     Condition        Report By
 QH0663  HISTORY     - 1906     MONUMENTED       IBC
 QH0663  HISTORY     - 1927     GOOD             IBC
 QH0663  HISTORY     - 1949     POOR             IBC
 QH0663  HISTORY     - 1952     POOR             IBC
 QH0663  HISTORY     - 1980     GOOD             IBC
 QH0663
 QH0663                          STATION DESCRIPTION
 QH0663
 QH0663'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1906
 QH0663'STATION MARK--AN INTERMEDIATE POST OF GRANITE OR CONCRETE ABOUT
 QH0663'16-1/2 INCHES HIGH SET IN A CONCRETE BASE 3X3X3 FEET DEEP.
 QH0663
 QH0663                          STATION RECOVERY (1927)
 QH0663
 QH0663'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1927 (FHB)
 QH0663'A NEW ELEVATION WAS DETERMINED FOR MONUMENT IN 1927.
 QH0663
 QH0663                          STATION RECOVERY (1949)
 QH0663
 QH0663'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1949 (DFC)
 QH0663'REQUIRES NEW POST.
 QH0663
 QH0663                          STATION RECOVERY (1952)
 QH0663
 QH0663'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1952 (DFC)
 QH0663'A CAST-IRON POST WAS SET TO REPLACE INTERMEDIATE POST IN 1952.
 QH0663
 QH0663                          STATION RECOVERY (1980)
 QH0663
 QH0663'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (DD)
 QH0663'MONUMENT WAS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 QH0665 ***********************************************************************
 QH0665  DESIGNATION -  MONUMENT 527A2
 QH0665  PID         -  QH0665
 QH0665  STATE/COUNTY-  PQ/COATICOOK
 QH0665  COUNTRY     -  CANADA
 QH0665  NTS MAPSHEET-  COATICOOK (2020)
 QH0665
 QH0665                         *CURRENT SURVEY CONTROL
 QH0665  ______________________________________________________________________
 QH0665* NAD 83(1996) POSITION- 45 00 43.42888(N) 071 39 12.96869(W)   ADJUSTED
 QH0665* NAVD 88 ORTHO HEIGHT -   454.    (meters)     1489.    (feet) VERTCON
 QH0665  ______________________________________________________________________
 QH0665  GEOID HEIGHT    -        -28.028 (meters)                     EGM08
 QH0665  HORZ ORDER      -  THIRD
 QH0665
 QH0665.The positional and height information provided upon this datasheet are not
 QH0665.officially recognized by the Government of Canada, provincial governments
 QH0665.within Canada, nor are they intended to replace or substitute for them.
 QH0665.The intent of sharing this data is to allow access to positions or heights
 QH0665.recognized by the United States Government. Passive control that is used by
 QH0665.both nations may share the same or similar designations or descriptions but
 QH0665.do not share official positions or heights. The 'Station Description' may
 QH0665.originate from a Canadian 'Station Report' and if so contains information
 QH0665.licensed under the 'Open Government License - Canada'.
 QH0665
 QH0665.The horizontal coordinates were established by classical geodetic methods
 QH0665.and adjusted by the National Geodetic Survey in May 1998.
 QH0665
 QH0665.The NAVD 88 height was computed by applying the VERTCON shift value to
 QH0665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QH0665
 QH0665.Significant digits in the geoid height do not necessarily reflect accuracy.
 QH0665
 QH0665.Click photographs - Photos may exist for this station.
 QH0665
 QH0665. The following values were computed from the NAD 83(1996) position.
 QH0665
 QH0665;                    North         East     Units Scale Factor Converg.
 QH0665;UTM  19      - 4,987,716.384   290,899.361   MT  1.00013766   -1 52 38.8
 QH0665
 QH0665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0665!UTM  19      -   0.99993323  x   1.00013766  =   1.00007088
 QH0665
 QH0665:                Primary Azimuth Mark                     Grid Az
 QH0665:UTM  19      -  MONUMENT 527A                            090 06 39.2
 QH0665
 QH0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBK9089987716(NAD 83)
 QH0665
 QH0665|---------------------------------------------------------------------|
 QH0665| PID    Reference Object                     Distance      Geod. Az  |
 QH0665|                                                           dddmmss.s |
 QH0665| QH0663 MONUMENT 527A                       APPROX. 0.7 KM 0881400.4 |
 QH0665|---------------------------------------------------------------------|
 QH0665
 QH0665                          SUPERSEDED SURVEY CONTROL
 QH0665
 QH0665  NAD 83(1996)-  45 00 43.42757(N)    071 39 12.96810(W) AD(       ) 3
 QH0665  NAD 83(1992)-  45 00 43.42777(N)    071 39 12.96808(W) AD(       ) 3
 QH0665  NAD 83(1992)-  45 00 43.43499(N)    071 39 12.96598(W) AD(       ) 3
 QH0665  NAD 83(1986)-  45 00 43.43523(N)    071 39 12.96574(W) AD(       ) 3
 QH0665  NAD 27      -  45 00 43.25299(N)    071 39 14.66636(W) AD(       ) 3
 QH0665  NGVD 29 (07/19/86)  454.     (m)         1489.     (f) VERT ANG       
 QH0665
 QH0665.Superseded values are not recommended for survey control.
 QH0665
 QH0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0665.See file dsdata.pdf to determine how the superseded data were derived.
 QH0665
 QH0665_MARKER: Z = SEE DESCRIPTION
 QH0665_SETTING: 0 = UNSPECIFIED SETTING
 QH0665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QH0665
 QH0665  HISTORY     - Date     Condition        Report By
 QH0665  HISTORY     - 1906     MONUMENTED       IBC
 QH0665  HISTORY     - 1927     GOOD             IBC
 QH0665
 QH0665                          STATION DESCRIPTION
 QH0665
 QH0665'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1906
 QH0665'STATION MARK--AN INTERMEDIATE POST OF GRANITE OR CONCRETE ABOUT
 QH0665'16-1/2 INCHES HIGH SET IN A CONCRETE BASE 3X3X3 FEET DEEP.
 QH0665'
 QH0665'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 QH0665
 QH0665                          STATION RECOVERY (1927)
 QH0665
 QH0665'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1927 (FHB)
 QH0665'A NEW ELEVATION WAS DETERMINED FOR MONUMENT IN 1927.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 QH0666 ***********************************************************************
 QH0666  DESIGNATION -  MONUMENT 528
 QH0666  PID         -  QH0666
 QH0666  STATE/COUNTY-  PQ/COATICOOK
 QH0666  COUNTRY     -  CANADA
 QH0666  NTS MAPSHEET-  COATICOOK (2020)
 QH0666
 QH0666                         *CURRENT SURVEY CONTROL
 QH0666  ______________________________________________________________________
 QH0666* NAD 83(1996) POSITION- 45 00 42.84218(N) 071 39 39.75407(W)   ADJUSTED
 QH0666* NAVD 88 ORTHO HEIGHT -   471.    (meters)     1545.    (feet) VERTCON
 QH0666  ______________________________________________________________________
 QH0666  GEOID HEIGHT    -        -28.041 (meters)                     EGM08
 QH0666  HORZ ORDER      -  THIRD
 QH0666
 QH0666.The positional and height information provided upon this datasheet are not
 QH0666.officially recognized by the Government of Canada, provincial governments
 QH0666.within Canada, nor are they intended to replace or substitute for them.
 QH0666.The intent of sharing this data is to allow access to positions or heights
 QH0666.recognized by the United States Government. Passive control that is used by
 QH0666.both nations may share the same or similar designations or descriptions but
 QH0666.do not share official positions or heights. The 'Station Description' may
 QH0666.originate from a Canadian 'Station Report' and if so contains information
 QH0666.licensed under the 'Open Government License - Canada'.
 QH0666
 QH0666.The horizontal coordinates were established by classical geodetic methods
 QH0666.and adjusted by the National Geodetic Survey in May 1998.
 QH0666
 QH0666.The NAVD 88 height was computed by applying the VERTCON shift value to
 QH0666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QH0666
 QH0666.Significant digits in the geoid height do not necessarily reflect accuracy.
 QH0666
 QH0666.Click photographs - Photos may exist for this station.
 QH0666
 QH0666. The following values were computed from the NAD 83(1996) position.
 QH0666
 QH0666;                    North         East     Units Scale Factor Converg.
 QH0666;UTM  19      - 4,987,717.526   290,312.473   MT  1.00014068   -1 52 57.8
 QH0666
 QH0666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0666!UTM  19      -   0.99993057  x   1.00014068  =   1.00007124
 QH0666
 QH0666:                Primary Azimuth Mark                     Grid Az
 QH0666:UTM  19      -  MONUMENT 527A2                           090 06 41.1
 QH0666
 QH0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBK9031287717(NAD 83)
 QH0666
 QH0666|---------------------------------------------------------------------|
 QH0666| PID    Reference Object                     Distance      Geod. Az  |
 QH0666|                                                           dddmmss.s |
 QH0666| QH0665 MONUMENT 527A2                      APPROX. 0.6 KM 0881343.3 |
 QH0666|---------------------------------------------------------------------|
 QH0666
 QH0666                          SUPERSEDED SURVEY CONTROL
 QH0666
 QH0666  NAD 83(1996)-  45 00 42.84089(N)    071 39 39.75348(W) AD(       ) 3
 QH0666  NAD 83(1992)-  45 00 42.84106(N)    071 39 39.75346(W) AD(       ) 3
 QH0666  NAD 83(1992)-  45 00 42.84837(N)    071 39 39.75133(W) AD(       ) 3
 QH0666  NAD 83(1986)-  45 00 42.84858(N)    071 39 39.75111(W) AD(       ) 3
 QH0666  NAD 27      -  45 00 42.66866(N)    071 39 41.45075(W) AD(       ) 3
 QH0666  NGVD 29 (07/19/86)  471.     (m)         1545.     (f) VERT ANG       
 QH0666
 QH0666.Superseded values are not recommended for survey control.
 QH0666
 QH0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0666.See file dsdata.pdf to determine how the superseded data were derived.
 QH0666
 QH0666_MARKER: Z = SEE DESCRIPTION
 QH0666_SETTING: 0 = UNSPECIFIED SETTING
 QH0666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QH0666
 QH0666  HISTORY     - Date     Condition        Report By
 QH0666  HISTORY     - 1845     MONUMENTED       IBC
 QH0666  HISTORY     - 1927     GOOD             IBC
 QH0666  HISTORY     - 1960     POOR             IBC
 QH0666  HISTORY     - 1966     POOR             IBC
 QH0666
 QH0666                          STATION DESCRIPTION
 QH0666
 QH0666'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0666'STATION MARK--A CAST-IRON POST ABOUT 38 INCHES HIGH SET IN A
 QH0666'CONCRETE BASE 3X3X3 FEET DEEP.
 QH0666'
 QH0666'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 QH0666
 QH0666                          STATION RECOVERY (1927)
 QH0666
 QH0666'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1927 (FHB)
 QH0666'A NEW ELEVATION WAS DETERMINED FOR MONUMENT IN 1927.
 QH0666
 QH0666                          STATION RECOVERY (1960)
 QH0666
 QH0666'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1960 (NWS)
 QH0666'REPAIR WORK WAS CARRIED OUT ON MONUMENT IN 1960.
 QH0666
 QH0666                          STATION RECOVERY (1966)
 QH0666
 QH0666'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1966 (HGD)
 QH0666'REPAIR WORK WAS CARRIED OUT ON MONUMENT IN 1966.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 QH0667 ***********************************************************************
 QH0667  DESIGNATION -  MONUMENT 529
 QH0667  PID         -  QH0667
 QH0667  STATE/COUNTY-  PQ/COATICOOK
 QH0667  COUNTRY     -  CANADA
 QH0667  NTS MAPSHEET-  COATICOOK (2020)
 QH0667
 QH0667                         *CURRENT SURVEY CONTROL
 QH0667  ______________________________________________________________________
 QH0667* NAD 83(1996) POSITION- 45 00 42.10532(N) 071 40 00.28291(W)   ADJUSTED
 QH0667* NAVD 88 ORTHO HEIGHT -   480.    (meters)     1575.    (feet) VERTCON
 QH0667  ______________________________________________________________________
 QH0667  GEOID HEIGHT    -        -28.050 (meters)                     EGM08
 QH0667  HORZ ORDER      -  THIRD
 QH0667
 QH0667.The positional and height information provided upon this datasheet are not
 QH0667.officially recognized by the Government of Canada, provincial governments
 QH0667.within Canada, nor are they intended to replace or substitute for them.
 QH0667.The intent of sharing this data is to allow access to positions or heights
 QH0667.recognized by the United States Government. Passive control that is used by
 QH0667.both nations may share the same or similar designations or descriptions but
 QH0667.do not share official positions or heights. The 'Station Description' may
 QH0667.originate from a Canadian 'Station Report' and if so contains information
 QH0667.licensed under the 'Open Government License - Canada'.
 QH0667
 QH0667.The horizontal coordinates were established by classical geodetic methods
 QH0667.and adjusted by the National Geodetic Survey in May 1998.
 QH0667
 QH0667.The NAVD 88 height was computed by applying the VERTCON shift value to
 QH0667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QH0667
 QH0667.Significant digits in the geoid height do not necessarily reflect accuracy.
 QH0667
 QH0667.Click photographs - Photos may exist for this station.
 QH0667
 QH0667. The following values were computed from the NAD 83(1996) position.
 QH0667
 QH0667;                    North         East     Units Scale Factor Converg.
 QH0667;UTM  19      - 4,987,709.574   289,862.376   MT  1.00014301   -1 53 12.3
 QH0667
 QH0667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0667!UTM  19      -   0.99992916  x   1.00014301  =   1.00007216
 QH0667
 QH0667:                Primary Azimuth Mark                     Grid Az
 QH0667:UTM  19      -  MONUMENT 528                             088 59 16.6
 QH0667
 QH0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBK8986287709(NAD 83)
 QH0667
 QH0667|---------------------------------------------------------------------|
 QH0667| PID    Reference Object                     Distance      Geod. Az  |
 QH0667|                                                           dddmmss.s |
 QH0667| QH0666 MONUMENT 528                        450.103 METERS 0870604.3 |
 QH0667|---------------------------------------------------------------------|
 QH0667
 QH0667                          SUPERSEDED SURVEY CONTROL
 QH0667
 QH0667  NAD 83(1996)-  45 00 42.10402(N)    071 40 00.28232(W) AD(       ) 3
 QH0667  NAD 83(1992)-  45 00 42.10418(N)    071 40 00.28230(W) AD(       ) 3
 QH0667  NAD 83(1992)-  45 00 42.11156(N)    071 40 00.28015(W) AD(       ) 3
 QH0667  NAD 83(1986)-  45 00 42.11175(N)    071 40 00.27994(W) AD(       ) 3
 QH0667  NAD 27      -  45 00 41.93414(N)    071 40 01.97881(W) AD(       ) 3
 QH0667  NGVD 29 (07/19/86)  480.     (m)         1575.     (f) VERT ANG       
 QH0667
 QH0667.Superseded values are not recommended for survey control.
 QH0667
 QH0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0667.See file dsdata.pdf to determine how the superseded data were derived.
 QH0667
 QH0667_MARKER: Z = SEE DESCRIPTION
 QH0667_SETTING: 0 = UNSPECIFIED SETTING
 QH0667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QH0667
 QH0667  HISTORY     - Date     Condition        Report By
 QH0667  HISTORY     - 1845     MONUMENTED       IBC
 QH0667  HISTORY     - 1927     GOOD             IBC
 QH0667
 QH0667                          STATION DESCRIPTION
 QH0667
 QH0667'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0667'STATION MARK--A CAST-IRON POST ABOUT 38 INCHES HIGH SET IN A
 QH0667'CONCRETE BASE 3X3X3 FEET DEEP.
 QH0667'
 QH0667'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 QH0667
 QH0667                          STATION RECOVERY (1927)
 QH0667
 QH0667'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1927 (FHB)
 QH0667'A NEW ELEVATION WAS DETERMINED FOR MONUMENT IN 1927.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 QH0669 ***********************************************************************
 QH0669  DESIGNATION -  MONUMENT 530
 QH0669  PID         -  QH0669
 QH0669  STATE/COUNTY-  PQ/COATICOOK
 QH0669  COUNTRY     -  CANADA
 QH0669  NTS MAPSHEET-  COATICOOK (2020)
 QH0669
 QH0669                         *CURRENT SURVEY CONTROL
 QH0669  ______________________________________________________________________
 QH0669* NAD 83(1996) POSITION- 45 00 40.67429(N) 071 41 48.55568(W)   ADJUSTED
 QH0669* NAVD 88 ORTHO HEIGHT -   598.    (meters)     1962.    (feet) VERTCON
 QH0669  ______________________________________________________________________
 QH0669  GEOID HEIGHT    -        -28.103 (meters)                     EGM08
 QH0669  HORZ ORDER      -  THIRD
 QH0669
 QH0669.The positional and height information provided upon this datasheet are not
 QH0669.officially recognized by the Government of Canada, provincial governments
 QH0669.within Canada, nor are they intended to replace or substitute for them.
 QH0669.The intent of sharing this data is to allow access to positions or heights
 QH0669.recognized by the United States Government. Passive control that is used by
 QH0669.both nations may share the same or similar designations or descriptions but
 QH0669.do not share official positions or heights. The 'Station Description' may
 QH0669.originate from a Canadian 'Station Report' and if so contains information
 QH0669.licensed under the 'Open Government License - Canada'.
 QH0669
 QH0669.The horizontal coordinates were established by classical geodetic methods
 QH0669.and adjusted by the National Geodetic Survey in May 1998.
 QH0669
 QH0669.The NAVD 88 height was computed by applying the VERTCON shift value to
 QH0669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QH0669
 QH0669.Significant digits in the geoid height do not necessarily reflect accuracy.
 QH0669
 QH0669.Click photographs - Photos may exist for this station.
 QH0669
 QH0669. The following values were computed from the NAD 83(1996) position.
 QH0669
 QH0669;                    North         East     Units Scale Factor Converg.
 QH0669;UTM  19      - 4,987,743.928   287,490.954   MT  1.00015533   -1 54 28.9
 QH0669
 QH0669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0669!UTM  19      -   0.99991067  x   1.00015533  =   1.00006598
 QH0669
 QH0669:                Primary Azimuth Mark                     Grid Az
 QH0669:UTM  19      -  MONUMENT 529                             090 49 47.8
 QH0669
 QH0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBK8749087743(NAD 83)
 QH0669
 QH0669|---------------------------------------------------------------------|
 QH0669| PID    Reference Object                     Distance      Geod. Az  |
 QH0669|                                                           dddmmss.s |
 QH0669| QH0667 MONUMENT 529                        APPROX. 2.4 KM 0885518.9 |
 QH0669|---------------------------------------------------------------------|
 QH0669
 QH0669                          SUPERSEDED SURVEY CONTROL
 QH0669
 QH0669  NAD 83(1996)-  45 00 40.67303(N)    071 41 48.55509(W) AD(       ) 3
 QH0669  NAD 83(1992)-  45 00 40.67308(N)    071 41 48.55507(W) AD(       ) 3
 QH0669  NAD 83(1992)-  45 00 40.68084(N)    071 41 48.55277(W) AD(       ) 3
 QH0669  NAD 83(1986)-  45 00 40.68090(N)    071 41 48.55266(W) AD(       ) 3
 QH0669  NAD 27      -  45 00 40.51781(N)    071 41 50.24802(W) AD(       ) 3
 QH0669  NGVD 29 (07/19/86)  598.     (m)         1962.     (f) VERT ANG       
 QH0669
 QH0669.Superseded values are not recommended for survey control.
 QH0669
 QH0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0669.See file dsdata.pdf to determine how the superseded data were derived.
 QH0669
 QH0669_MARKER: Z = SEE DESCRIPTION
 QH0669_SETTING: 0 = UNSPECIFIED SETTING
 QH0669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QH0669
 QH0669  HISTORY     - Date     Condition        Report By
 QH0669  HISTORY     - 1845     MONUMENTED       IBC
 QH0669  HISTORY     - 1927     GOOD             IBC
 QH0669
 QH0669                          STATION DESCRIPTION
 QH0669
 QH0669'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0669'STATION MARK--A CAST-IRON POST ABOUT 38 INCHES HIGH SET IN A
 QH0669'CONCRETE BASE 3X3X3 FEET DEEP.
 QH0669'
 QH0669'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 QH0669
 QH0669                          STATION RECOVERY (1927)
 QH0669
 QH0669'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1927 (FHB)
 QH0669'A NEW ELEVATION WAS DETERMINED FOR MONUMENT IN 1927.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 QH0670 ***********************************************************************
 QH0670  DESIGNATION -  MONUMENT 531
 QH0670  PID         -  QH0670
 QH0670  STATE/COUNTY-  PQ/COATICOOK
 QH0670  COUNTRY     -  CANADA
 QH0670  NTS MAPSHEET-  COATICOOK (2020)
 QH0670
 QH0670                         *CURRENT SURVEY CONTROL
 QH0670  ______________________________________________________________________
 QH0670* NAD 83(1996) POSITION- 45 00 40.92095(N) 071 42 35.67466(W)   ADJUSTED
 QH0670* NAVD 88 ORTHO HEIGHT -   613.    (meters)     2011.    (feet) VERTCON
 QH0670  ______________________________________________________________________
 QH0670  GEOID HEIGHT    -        -28.127 (meters)                     EGM08
 QH0670  HORZ ORDER      -  THIRD
 QH0670
 QH0670.The positional and height information provided upon this datasheet are not
 QH0670.officially recognized by the Government of Canada, provincial governments
 QH0670.within Canada, nor are they intended to replace or substitute for them.
 QH0670.The intent of sharing this data is to allow access to positions or heights
 QH0670.recognized by the United States Government. Passive control that is used by
 QH0670.both nations may share the same or similar designations or descriptions but
 QH0670.do not share official positions or heights. The 'Station Description' may
 QH0670.originate from a Canadian 'Station Report' and if so contains information
 QH0670.licensed under the 'Open Government License - Canada'.
 QH0670
 QH0670.The horizontal coordinates were established by classical geodetic methods
 QH0670.and adjusted by the National Geodetic Survey in May 1998.
 QH0670
 QH0670.The NAVD 88 height was computed by applying the VERTCON shift value to
 QH0670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QH0670
 QH0670.Significant digits in the geoid height do not necessarily reflect accuracy.
 QH0670
 QH0670.Click photographs - Photos may exist for this station.
 QH0670
 QH0670. The following values were computed from the NAD 83(1996) position.
 QH0670
 QH0670;                    North         East     Units Scale Factor Converg.
 QH0670;UTM  19      - 4,987,785.982   286,459.829   MT  1.00016073   -1 55 02.3
 QH0670
 QH0670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0670!UTM  19      -   0.99990832  x   1.00016073  =   1.00006904
 QH0670
 QH0670:                Primary Azimuth Mark                     Grid Az
 QH0670:UTM  19      -  MONUMENT 530                             092 20 07.8
 QH0670
 QH0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBK8645987785(NAD 83)
 QH0670
 QH0670|---------------------------------------------------------------------|
 QH0670| PID    Reference Object                     Distance      Geod. Az  |
 QH0670|                                                           dddmmss.s |
 QH0670| QH0669 MONUMENT 530                        APPROX. 1.0 KM 0902505.5 |
 QH0670| QH0671 MONUMENT 531A                       387.891 METERS 27017     |
 QH0670|---------------------------------------------------------------------|
 QH0670
 QH0670                          SUPERSEDED SURVEY CONTROL
 QH0670
 QH0670  NAD 83(1996)-  45 00 40.91970(N)    071 42 35.67407(W) AD(       ) 3
 QH0670  NAD 83(1992)-  45 00 40.91972(N)    071 42 35.67406(W) AD(       ) 3
 QH0670  NAD 83(1992)-  45 00 40.92763(N)    071 42 35.67169(W) AD(       ) 3
 QH0670  NAD 83(1986)-  45 00 40.92765(N)    071 42 35.67162(W) AD(       ) 3
 QH0670  NAD 27      -  45 00 40.77126(N)    071 42 37.36530(W) AD(       ) 3
 QH0670  NGVD 29 (07/19/86)  613.     (m)         2011.     (f) VERT ANG       
 QH0670
 QH0670.Superseded values are not recommended for survey control.
 QH0670
 QH0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0670.See file dsdata.pdf to determine how the superseded data were derived.
 QH0670
 QH0670_MARKER: Z = SEE DESCRIPTION
 QH0670_SETTING: 0 = UNSPECIFIED SETTING
 QH0670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QH0670
 QH0670  HISTORY     - Date     Condition        Report By
 QH0670  HISTORY     - 1845     MONUMENTED       IBC
 QH0670  HISTORY     - 1927     GOOD             IBC
 QH0670
 QH0670                          STATION DESCRIPTION
 QH0670
 QH0670'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0670'STATION MARK--A CAST-IRON POST ABOUT 38 INCHES HIGH SET IN A
 QH0670'CONCRETE BASE 3X3X3 FEET DEEP.
 QH0670'
 QH0670'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 QH0670
 QH0670                          STATION RECOVERY (1927)
 QH0670
 QH0670'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1927 (FHB)
 QH0670'A NEW ELEVATION WAS DETERMINED FOR MONUMENT IN 1927.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 QH0671 ***********************************************************************
 QH0671  DESIGNATION -  MONUMENT 531A
 QH0671  PID         -  QH0671
 QH0671  STATE/COUNTY-  PQ/COATICOOK
 QH0671  COUNTRY     -  CANADA
 QH0671  NTS MAPSHEET-  COATICOOK (2020)
 QH0671
 QH0671                         *CURRENT SURVEY CONTROL
 QH0671  ______________________________________________________________________
 QH0671* NAD 83(1996) POSITION- 45 00 40.98143(N) 071 42 53.38832(W)   ADJUSTED
 QH0671* NAVD 88 ORTHO HEIGHT -   629.    (meters)     2064.    (feet) VERTCON
 QH0671  ______________________________________________________________________
 QH0671  GEOID HEIGHT    -        -28.135 (meters)                     EGM08
 QH0671  HORZ ORDER      -  THIRD
 QH0671
 QH0671.The positional and height information provided upon this datasheet are not
 QH0671.officially recognized by the Government of Canada, provincial governments
 QH0671.within Canada, nor are they intended to replace or substitute for them.
 QH0671.The intent of sharing this data is to allow access to positions or heights
 QH0671.recognized by the United States Government. Passive control that is used by
 QH0671.both nations may share the same or similar designations or descriptions but
 QH0671.do not share official positions or heights. The 'Station Description' may
 QH0671.originate from a Canadian 'Station Report' and if so contains information
 QH0671.licensed under the 'Open Government License - Canada'.
 QH0671
 QH0671.The horizontal coordinates were established by classical geodetic methods
 QH0671.and adjusted by the National Geodetic Survey in May 1998.
 QH0671
 QH0671.The NAVD 88 height was computed by applying the VERTCON shift value to
 QH0671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QH0671
 QH0671.Significant digits in the geoid height do not necessarily reflect accuracy.
 QH0671
 QH0671.Click photographs - Photos may exist for this station.
 QH0671
 QH0671. The following values were computed from the NAD 83(1996) position.
 QH0671
 QH0671;                    North         East     Units Scale Factor Converg.
 QH0671;UTM  19      - 4,987,800.839   286,072.160   MT  1.00016277   -1 55 14.8
 QH0671
 QH0671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0671!UTM  19      -   0.99990581  x   1.00016277  =   1.00006857
 QH0671
 QH0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBK8607287800(NAD 83)
 QH0671
 QH0671|---------------------------------------------------------------------|
 QH0671| PID    Reference Object                     Distance      Geod. Az  |
 QH0671|                                                           dddmmss.s |
 QH0671| QH0670 MONUMENT 531                        387.891 METERS 09016     |
 QH0671| QH0672 MONUMENT 531B                       139.564 METERS 27017     |
 QH0671|---------------------------------------------------------------------|
 QH0671
 QH0671                          SUPERSEDED SURVEY CONTROL
 QH0671
 QH0671  NAD 83(1996)-  45 00 40.98018(N)    071 42 53.38773(W) AD(       ) 3
 QH0671  NAD 83(1992)-  45 00 40.98018(N)    071 42 53.38771(W) AD(       ) 3
 QH0671  NAD 83(1992)-  45 00 40.98816(N)    071 42 53.38532(W) AD(       ) 3
 QH0671  NAD 83(1986)-  45 00 40.98816(N)    071 42 53.38526(W) AD(       ) 3
 QH0671  NAD 27      -  45 00 40.83436(N)    071 42 55.07831(W) AD(       ) 3
 QH0671  NGVD 29 (07/19/86)  629.     (m)         2064.     (f) VERT ANG       
 QH0671
 QH0671.Superseded values are not recommended for survey control.
 QH0671
 QH0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0671.See file dsdata.pdf to determine how the superseded data were derived.
 QH0671
 QH0671_MARKER: Z = SEE DESCRIPTION
 QH0671_SETTING: 0 = UNSPECIFIED SETTING
 QH0671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QH0671
 QH0671  HISTORY     - Date     Condition        Report By
 QH0671  HISTORY     - 1906     MONUMENTED       IBC
 QH0671  HISTORY     - 1927     GOOD             IBC
 QH0671
 QH0671                          STATION DESCRIPTION
 QH0671
 QH0671'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1906
 QH0671'STATION MARK--AN INTERMEDIATE POST OF GRANITE OR CONCRETE ABOUT
 QH0671'16-1/2 INCHES HIGH SET IN A CONCRETE BASE 3X3X3 FEET DEEP.
 QH0671'
 QH0671'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 QH0671
 QH0671                          STATION RECOVERY (1927)
 QH0671
 QH0671'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1927 (FHB)
 QH0671'A NEW ELEVATION WAS DETERMINED FOR MONUMENT IN 1927.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 QH0672 ***********************************************************************
 QH0672  DESIGNATION -  MONUMENT 531B
 QH0672  PID         -  QH0672
 QH0672  STATE/COUNTY-  PQ/COATICOOK
 QH0672  COUNTRY     -  CANADA
 QH0672  NTS MAPSHEET-  COATICOOK (2020)
 QH0672
 QH0672                         *CURRENT SURVEY CONTROL
 QH0672  ______________________________________________________________________
 QH0672* NAD 83(1996) POSITION- 45 00 41.00337(N) 071 42 59.76172(W)   ADJUSTED
 QH0672* NAVD 88 ORTHO HEIGHT -   627.    (meters)     2057.    (feet) VERTCON
 QH0672  ______________________________________________________________________
 QH0672  GEOID HEIGHT    -        -28.138 (meters)                     EGM08
 QH0672  HORZ ORDER      -  THIRD
 QH0672
 QH0672.The positional and height information provided upon this datasheet are not
 QH0672.officially recognized by the Government of Canada, provincial governments
 QH0672.within Canada, nor are they intended to replace or substitute for them.
 QH0672.The intent of sharing this data is to allow access to positions or heights
 QH0672.recognized by the United States Government. Passive control that is used by
 QH0672.both nations may share the same or similar designations or descriptions but
 QH0672.do not share official positions or heights. The 'Station Description' may
 QH0672.originate from a Canadian 'Station Report' and if so contains information
 QH0672.licensed under the 'Open Government License - Canada'.
 QH0672
 QH0672.The horizontal coordinates were established by classical geodetic methods
 QH0672.and adjusted by the National Geodetic Survey in May 1998.
 QH0672
 QH0672.The NAVD 88 height was computed by applying the VERTCON shift value to
 QH0672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QH0672
 QH0672.Significant digits in the geoid height do not necessarily reflect accuracy.
 QH0672
 QH0672.Click photographs - Photos may exist for this station.
 QH0672
 QH0672. The following values were computed from the NAD 83(1996) position.
 QH0672
 QH0672;                    North         East     Units Scale Factor Converg.
 QH0672;UTM  19      - 4,987,806.196   285,932.677   MT  1.00016351   -1 55 19.3
 QH0672
 QH0672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0672!UTM  19      -   0.99990613  x   1.00016351  =   1.00006962
 QH0672
 QH0672:                Primary Azimuth Mark                     Grid Az
 QH0672:UTM  19      -  MON.531B ECC                             271 58 09.5
 QH0672
 QH0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBK8593287806(NAD 83)
 QH0672
 QH0672|---------------------------------------------------------------------|
 QH0672| PID    Reference Object                     Distance      Geod. Az  |
 QH0672|                                                           dddmmss.s |
 QH0672| QH0671 MONUMENT 531A                       139.564 METERS 09017     |
 QH0672| QH0673 MON.531B ECC                        462.810 METERS 2700250.2 |
 QH0672|---------------------------------------------------------------------|
 QH0672
 QH0672                          SUPERSEDED SURVEY CONTROL
 QH0672
 QH0672  NAD 83(1996)-  45 00 41.00212(N)    071 42 59.76113(W) AD(       ) 3
 QH0672  NAD 83(1992)-  45 00 41.00212(N)    071 42 59.76111(W) AD(       ) 3
 QH0672  NAD 83(1992)-  45 00 41.01011(N)    071 42 59.75871(W) AD(       ) 3
 QH0672  NAD 83(1986)-  45 00 41.01011(N)    071 42 59.75866(W) AD(       ) 3
 QH0672  NAD 27      -  45 00 40.85673(N)    071 43 01.45148(W) AD(       ) 3
 QH0672  NGVD 29 (07/19/86)  627.     (m)         2057.     (f) VERT ANG       
 QH0672
 QH0672.Superseded values are not recommended for survey control.
 QH0672
 QH0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0672.See file dsdata.pdf to determine how the superseded data were derived.
 QH0672
 QH0672_MARKER: Z = SEE DESCRIPTION
 QH0672_SETTING: 0 = UNSPECIFIED SETTING
 QH0672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QH0672
 QH0672  HISTORY     - Date     Condition        Report By
 QH0672  HISTORY     - 1906     MONUMENTED       IBC
 QH0672  HISTORY     - 1927     GOOD             IBC
 QH0672  HISTORY     - 1966     POOR             IBC
 QH0672
 QH0672                          STATION DESCRIPTION
 QH0672
 QH0672'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1906
 QH0672'STATION MARK--AN INTERMEDIATE POST OF GRANITE OR CONCRETE ABOUT
 QH0672'16-1/2 INCHES HIGH SET IN A CONCRETE BASE 3X3X3 FEET DEEP.
 QH0672'
 QH0672'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 QH0672
 QH0672                          STATION RECOVERY (1927)
 QH0672
 QH0672'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1927 (FHB)
 QH0672'A NEW ELEVATION WAS DETERMINED FOR MONUMENT IN 1927.
 QH0672
 QH0672                          STATION RECOVERY (1966)
 QH0672
 QH0672'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1966 (HGD)
 QH0672'REPAIR WORK WAS CARRIED OUT ON MONUMENT IN 1966.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 QH0674 ***********************************************************************
 QH0674  DESIGNATION -  MONUMENT 532
 QH0674  PID         -  QH0674
 QH0674  STATE/COUNTY-  PQ/COATICOOK
 QH0674  COUNTRY     -  CANADA
 QH0674  NTS MAPSHEET-  COATICOOK (2020)
 QH0674
 QH0674                         *CURRENT SURVEY CONTROL
 QH0674  ______________________________________________________________________
 QH0674* NAD 83(1996) POSITION- 45 00 41.09542(N) 071 43 25.78927(W)   ADJUSTED
 QH0674* NAVD 88 ORTHO HEIGHT -   582.    (meters)     1909.    (feet) VERTCON
 QH0674  ______________________________________________________________________
 QH0674  GEOID HEIGHT    -        -28.151 (meters)                     EGM08
 QH0674  HORZ ORDER      -  THIRD
 QH0674
 QH0674.The positional and height information provided upon this datasheet are not
 QH0674.officially recognized by the Government of Canada, provincial governments
 QH0674.within Canada, nor are they intended to replace or substitute for them.
 QH0674.The intent of sharing this data is to allow access to positions or heights
 QH0674.recognized by the United States Government. Passive control that is used by
 QH0674.both nations may share the same or similar designations or descriptions but
 QH0674.do not share official positions or heights. The 'Station Description' may
 QH0674.originate from a Canadian 'Station Report' and if so contains information
 QH0674.licensed under the 'Open Government License - Canada'.
 QH0674
 QH0674.The horizontal coordinates were established by classical geodetic methods
 QH0674.and adjusted by the National Geodetic Survey in May 1998.
 QH0674
 QH0674.The NAVD 88 height was computed by applying the VERTCON shift value to
 QH0674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QH0674
 QH0674.Significant digits in the geoid height do not necessarily reflect accuracy.
 QH0674
 QH0674.Click photographs - Photos may exist for this station.
 QH0674
 QH0674. The following values were computed from the NAD 83(1996) position.
 QH0674
 QH0674;                    North         East     Units Scale Factor Converg.
 QH0674;UTM  19      - 4,987,828.181   285,363.060   MT  1.00016651   -1 55 37.8
 QH0674
 QH0674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0674!UTM  19      -   0.99991318  x   1.00016651  =   1.00007968
 QH0674
 QH0674:                Primary Azimuth Mark                     Grid Az
 QH0674:UTM  19      -  MONUMENT 533                             271 43 07.1
 QH0674
 QH0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBK8536387828(NAD 83)
 QH0674
 QH0674|---------------------------------------------------------------------|
 QH0674| PID    Reference Object                     Distance      Geod. Az  |
 QH0674|                                                           dddmmss.s |
 QH0674| QH0673 MON.531B ECC                        107.158 METERS 09119     |
 QH0674| QH0675 MONUMENT 533                        APPROX. 2.4 KM 2694729.3 |
 QH0674|---------------------------------------------------------------------|
 QH0674
 QH0674                          SUPERSEDED SURVEY CONTROL
 QH0674
 QH0674  NAD 83(1996)-  45 00 41.09417(N)    071 43 25.78868(W) AD(       ) 3
 QH0674  NAD 83(1992)-  45 00 41.09417(N)    071 43 25.78866(W) AD(       ) 3
 QH0674  NAD 83(1992)-  45 00 41.10218(N)    071 43 25.78627(W) AD(       ) 3
 QH0674  NAD 83(1986)-  45 00 41.10218(N)    071 43 25.78623(W) AD(       ) 3
 QH0674  NAD 27      -  45 00 40.94825(N)    071 43 27.47501(W) AD(       ) 3
 QH0674  NGVD 29 (07/19/86)  582.     (m)         1909.     (f) VERT ANG       
 QH0674
 QH0674.Superseded values are not recommended for survey control.
 QH0674
 QH0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0674.See file dsdata.pdf to determine how the superseded data were derived.
 QH0674
 QH0674_MARKER: Z = SEE DESCRIPTION
 QH0674_SETTING: 0 = UNSPECIFIED SETTING
 QH0674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QH0674
 QH0674  HISTORY     - Date     Condition        Report By
 QH0674  HISTORY     - 1845     MONUMENTED       IBC
 QH0674  HISTORY     - 1927     GOOD             IBC
 QH0674
 QH0674                          STATION DESCRIPTION
 QH0674
 QH0674'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 QH0674'STATION MARK--A CAST-IRON POST ABOUT 38 INCHES HIGH SET IN A
 QH0674'CONCRETE BASE 3X3X3 FEET DEEP.
 QH0674'
 QH0674'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 QH0674
 QH0674                          STATION RECOVERY (1927)
 QH0674
 QH0674'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1927 (FHB)
 QH0674'A NEW ELEVATION WAS DETERMINED FOR MONUMENT IN 1927.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2311 ***********************************************************************
 PG2311  DESIGNATION -  MONUMENT 593A
 PG2311  PID         -  PG2311
 PG2311  STATE/COUNTY-  PQ/BROME MISSISQUOI
 PG2311  COUNTRY     -  CANADA
 PG2311  NTS MAPSHEET-  COWANSVILLE (2020)
 PG2311
 PG2311                         *CURRENT SURVEY CONTROL
 PG2311  ______________________________________________________________________
 PG2311* NAD 83(1996) POSITION- 45 00 28.06339(N) 072 32 00.48241(W)   ADJUSTED
 PG2311* NAVD 88 ORTHO HEIGHT -   610.    (meters)     2001.    (feet) VERTCON
 PG2311  ______________________________________________________________________
 PG2311  GEOID HEIGHT    -        -28.432 (meters)                     EGM08
 PG2311  HORZ ORDER      -  THIRD
 PG2311
 PG2311.The positional and height information provided upon this datasheet are not
 PG2311.officially recognized by the Government of Canada, provincial governments
 PG2311.within Canada, nor are they intended to replace or substitute for them.
 PG2311.The intent of sharing this data is to allow access to positions or heights
 PG2311.recognized by the United States Government. Passive control that is used by
 PG2311.both nations may share the same or similar designations or descriptions but
 PG2311.do not share official positions or heights. The 'Station Description' may
 PG2311.originate from a Canadian 'Station Report' and if so contains information
 PG2311.licensed under the 'Open Government License - Canada'.
 PG2311
 PG2311.The horizontal coordinates were established by classical geodetic methods
 PG2311.and adjusted by the National Geodetic Survey in May 1998.
 PG2311
 PG2311.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2311
 PG2311.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2311
 PG2311.Click photographs - Photos may exist for this station.
 PG2311
 PG2311. The following values were computed from the NAD 83(1996) position.
 PG2311
 PG2311;                    North         East     Units Scale Factor Converg.
 PG2311;UTM  18      - 4,986,776.098   694,374.209   MT  1.00006459   +1 44 41.6
 PG2311
 PG2311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2311!UTM  18      -   0.99990884  x   1.00006459  =   0.99997343
 PG2311
 PG2311:                Primary Azimuth Mark                     Grid Az
 PG2311:UTM  18      -  MONUMENT 593B                            269 05 28.9
 PG2311
 PG2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ9437486776(NAD 83)
 PG2311
 PG2311|---------------------------------------------------------------------|
 PG2311| PID    Reference Object                     Distance      Geod. Az  |
 PG2311|                                                           dddmmss.s |
 PG2311| PG2310 MONUMENT 593                        206.189 METERS 09051     |
 PG2311| PG2312 MONUMENT 593B                       426.837 METERS 2705010.5 |
 PG2311|---------------------------------------------------------------------|
 PG2311
 PG2311                          SUPERSEDED SURVEY CONTROL
 PG2311
 PG2311  NAD 83(1992)-  45 00 28.06183(N)    072 32 00.48169(W) AD(       ) 3
 PG2311  NAD 83(1986)-  45 00 28.07101(N)    072 32 00.47926(W) AD(       ) 3
 PG2311  NAD 27      -  45 00 27.91809(N)    072 32 02.08989(W) AD(       ) 3
 PG2311  NGVD 29 (07/19/86)  610.     (m)         2001.     (f) VERT ANG       
 PG2311
 PG2311.Superseded values are not recommended for survey control.
 PG2311
 PG2311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2311.See file dsdata.pdf to determine how the superseded data were derived.
 PG2311
 PG2311_MARKER: 71 = BOUNDARY MONUMENT
 PG2311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG2311
 PG2311  HISTORY     - Date     Condition        Report By
 PG2311  HISTORY     - 1907     FIRST OBSERVED   IBC
 PG2311  HISTORY     - 1980     GOOD             IBC
 PG2311
 PG2311                          STATION DESCRIPTION
 PG2311
 PG2311'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1907
 PG2311'STATION MARK--AN INTERMEDIATE POST OF GRANITE OR CONCRETE ABOUT
 PG2311'16-1/2 INCHES HIGH SET IN A CONCRETE BASE 3X3X3 FEET DEEP.
 PG2311'
 PG2311'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 PG2311
 PG2311                          STATION RECOVERY (1980)
 PG2311
 PG2311'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (DD)
 PG2311'MONUMENT WAS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2312 ***********************************************************************
 PG2312  DESIGNATION -  MONUMENT 593B
 PG2312  PID         -  PG2312
 PG2312  STATE/COUNTY-  PQ/BROME MISSISQUOI
 PG2312  COUNTRY     -  CANADA
 PG2312  NTS MAPSHEET-  COWANSVILLE (2020)
 PG2312
 PG2312                         *CURRENT SURVEY CONTROL
 PG2312  ______________________________________________________________________
 PG2312* NAD 83(1996) POSITION- 45 00 28.26473(N) 072 32 19.97158(W)   ADJUSTED
 PG2312* NAVD 88 ORTHO HEIGHT -   544.    (meters)     1785.    (feet) VERTCON
 PG2312  ______________________________________________________________________
 PG2312  GEOID HEIGHT    -        -28.438 (meters)                     EGM08
 PG2312  HORZ ORDER      -  THIRD
 PG2312
 PG2312.The positional and height information provided upon this datasheet are not
 PG2312.officially recognized by the Government of Canada, provincial governments
 PG2312.within Canada, nor are they intended to replace or substitute for them.
 PG2312.The intent of sharing this data is to allow access to positions or heights
 PG2312.recognized by the United States Government. Passive control that is used by
 PG2312.both nations may share the same or similar designations or descriptions but
 PG2312.do not share official positions or heights. The 'Station Description' may
 PG2312.originate from a Canadian 'Station Report' and if so contains information
 PG2312.licensed under the 'Open Government License - Canada'.
 PG2312
 PG2312.The horizontal coordinates were established by classical geodetic methods
 PG2312.and adjusted by the National Geodetic Survey in May 1998.
 PG2312
 PG2312.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2312
 PG2312.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2312
 PG2312.Click photographs - Photos may exist for this station.
 PG2312
 PG2312. The following values were computed from the NAD 83(1996) position.
 PG2312
 PG2312;                    North         East     Units Scale Factor Converg.
 PG2312;UTM  18      - 4,986,769.329   693,947.398   MT  1.00006255   +1 44 27.8
 PG2312
 PG2312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2312!UTM  18      -   0.99991919  x   1.00006255  =   0.99998174
 PG2312
 PG2312:                Primary Azimuth Mark                     Grid Az
 PG2312:UTM  18      -  MONUMENT 593A                            089 05 28.9
 PG2312
 PG2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ9394786769(NAD 83)
 PG2312
 PG2312|---------------------------------------------------------------------|
 PG2312| PID    Reference Object                     Distance      Geod. Az  |
 PG2312|                                                           dddmmss.s |
 PG2312| PG2311 MONUMENT 593A                       426.837 METERS 0904956.7 |
 PG2312|---------------------------------------------------------------------|
 PG2312
 PG2312                          SUPERSEDED SURVEY CONTROL
 PG2312
 PG2312  NAD 83(1992)-  45 00 28.26319(N)    072 32 19.97086(W) AD(       ) 3
 PG2312  NAD 83(1986)-  45 00 28.27245(N)    072 32 19.96842(W) AD(       ) 3
 PG2312  NAD 27      -  45 00 28.11917(N)    072 32 21.57901(W) AD(       ) 3
 PG2312  NGVD 29 (07/19/86)  544.     (m)         1785.     (f) VERT ANG       
 PG2312
 PG2312.Superseded values are not recommended for survey control.
 PG2312
 PG2312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2312.See file dsdata.pdf to determine how the superseded data were derived.
 PG2312
 PG2312_MARKER: 71 = BOUNDARY MONUMENT
 PG2312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG2312
 PG2312  HISTORY     - Date     Condition        Report By
 PG2312  HISTORY     - 1907     FIRST OBSERVED   IBC
 PG2312  HISTORY     - 1980     SEE DESCRIPTION  IBC
 PG2312
 PG2312                          STATION DESCRIPTION
 PG2312
 PG2312'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1907
 PG2312'STATION MARK--AN INTERMEDIATE POST OF GRANITE OR CONCRETE ABOUT
 PG2312'16-1/2 INCHES HIGH SET IN A CONCRETE BASE 3X3X3 FEET DEEP.
 PG2312'
 PG2312'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 PG2312
 PG2312                          STATION RECOVERY (1980)
 PG2312
 PG2312'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (DD)
 PG2312'SIDES OF BASE CRACKING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2315 ***********************************************************************
 PG2315  DESIGNATION -  MONUMENT 594
 PG2315  PID         -  PG2315
 PG2315  STATE/COUNTY-  PQ/BROME MISSISQUOI
 PG2315  COUNTRY     -  CANADA
 PG2315  NTS MAPSHEET-  COWANSVILLE (2020)
 PG2315
 PG2315                         *CURRENT SURVEY CONTROL
 PG2315  ______________________________________________________________________
 PG2315* NAD 83(1996) POSITION- 45 00 28.87544(N) 072 33 19.38358(W)   ADJUSTED
 PG2315* NAVD 88 ORTHO HEIGHT -   304.    (meters)      997.    (feet) VERTCON
 PG2315  ______________________________________________________________________
 PG2315  GEOID HEIGHT    -        -28.461 (meters)                     EGM08
 PG2315  HORZ ORDER      -  THIRD
 PG2315
 PG2315.The positional and height information provided upon this datasheet are not
 PG2315.officially recognized by the Government of Canada, provincial governments
 PG2315.within Canada, nor are they intended to replace or substitute for them.
 PG2315.The intent of sharing this data is to allow access to positions or heights
 PG2315.recognized by the United States Government. Passive control that is used by
 PG2315.both nations may share the same or similar designations or descriptions but
 PG2315.do not share official positions or heights. The 'Station Description' may
 PG2315.originate from a Canadian 'Station Report' and if so contains information
 PG2315.licensed under the 'Open Government License - Canada'.
 PG2315
 PG2315.The horizontal coordinates were established by classical geodetic methods
 PG2315.and adjusted by the National Geodetic Survey in May 1998.
 PG2315
 PG2315.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2315
 PG2315.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2315
 PG2315.Click photographs - Photos may exist for this station.
 PG2315
 PG2315. The following values were computed from the NAD 83(1996) position.
 PG2315
 PG2315;                    North         East     Units Scale Factor Converg.
 PG2315;UTM  18      - 4,986,748.775   692,646.291   MT  1.00005637   +1 43 45.8
 PG2315
 PG2315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2315!UTM  18      -   0.99995682  x   1.00005637  =   1.00001319
 PG2315
 PG2315:                Primary Azimuth Mark                     Grid Az
 PG2315:UTM  18      -  MONUMENT 593B                            089 05 41.8
 PG2315
 PG2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ9264686748(NAD 83)
 PG2315
 PG2315|---------------------------------------------------------------------|
 PG2315| PID    Reference Object                     Distance      Geod. Az  |
 PG2315|                                                           dddmmss.s |
 PG2315| PG2312 MONUMENT 593B                       APPROX. 1.3 KM 0904927.6 |
 PG2315|---------------------------------------------------------------------|
 PG2315
 PG2315                          SUPERSEDED SURVEY CONTROL
 PG2315
 PG2315  NAD 83(1992)-  45 00 28.87394(N)    072 33 19.38290(W) AD(       ) 3
 PG2315  NAD 83(1986)-  45 00 28.88347(N)    072 33 19.38052(W) AD(       ) 3
 PG2315  NAD 27      -  45 00 28.72845(N)    072 33 20.98985(W) AD(       ) 3
 PG2315  NGVD 29 (07/19/86)  304.     (m)          997.     (f) VERT ANG       
 PG2315
 PG2315.Superseded values are not recommended for survey control.
 PG2315
 PG2315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2315.See file dsdata.pdf to determine how the superseded data were derived.
 PG2315
 PG2315_MARKER: 71 = BOUNDARY MONUMENT
 PG2315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG2315
 PG2315  HISTORY     - Date     Condition        Report By
 PG2315  HISTORY     - 1845     FIRST OBSERVED   IBC
 PG2315  HISTORY     - 1980     SEE DESCRIPTION  IBC
 PG2315
 PG2315                          STATION DESCRIPTION
 PG2315
 PG2315'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 PG2315'STATION MARK--A CAST-IRON POST ABOUT 38 INCHES HIGH SET IN A
 PG2315'CONCRETE BASE 3X3X3 FEET DEEP.
 PG2315'
 PG2315'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 PG2315
 PG2315                          STATION RECOVERY (1980)
 PG2315
 PG2315'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (DD)
 PG2315'TILTED 2 CM WSW WITH POST CRACKED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2368 ***********************************************************************
 PG2368  DESIGNATION -  MONUMENT 612
 PG2368  PID         -  PG2368
 PG2368  STATE/COUNTY-  PQ/BROME MISSISQUOI
 PG2368  COUNTRY     -  CANADA
 PG2368  NTS MAPSHEET-  COWANSVILLE (2020)
 PG2368
 PG2368                         *CURRENT SURVEY CONTROL
 PG2368  ______________________________________________________________________
 PG2368* NAD 83(1996) POSITION- 45 00 59.31345(N) 072 50 05.26883(W)   ADJUSTED
 PG2368* NAVD 88 ORTHO HEIGHT -   156.    (meters)      512.    (feet) VERTCON
 PG2368  ______________________________________________________________________
 PG2368  GEOID HEIGHT    -        -29.390 (meters)                     EGM08
 PG2368  HORZ ORDER      -  THIRD
 PG2368
 PG2368.The positional and height information provided upon this datasheet are not
 PG2368.officially recognized by the Government of Canada, provincial governments
 PG2368.within Canada, nor are they intended to replace or substitute for them.
 PG2368.The intent of sharing this data is to allow access to positions or heights
 PG2368.recognized by the United States Government. Passive control that is used by
 PG2368.both nations may share the same or similar designations or descriptions but
 PG2368.do not share official positions or heights. The 'Station Description' may
 PG2368.originate from a Canadian 'Station Report' and if so contains information
 PG2368.licensed under the 'Open Government License - Canada'.
 PG2368
 PG2368.The horizontal coordinates were established by classical geodetic methods
 PG2368.and adjusted by the National Geodetic Survey in January 1999.
 PG2368
 PG2368.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2368
 PG2368.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2368
 PG2368.Click photographs - Photos may exist for this station.
 PG2368
 PG2368. The following values were computed from the NAD 83(1996) position.
 PG2368
 PG2368;                    North         East     Units Scale Factor Converg.
 PG2368;UTM  18      - 4,987,061.249   670,602.246   MT  0.99995789   +1 31 54.6
 PG2368
 PG2368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2368!UTM  18      -   0.99998017  x   0.99995789  =   0.99993806
 PG2368
 PG2368:                Primary Azimuth Mark                     Grid Az
 PG2368:UTM  18      -  MONUMENT 611 59                          089 39 14.6
 PG2368
 PG2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ7060287061(NAD 83)
 PG2368
 PG2368|---------------------------------------------------------------------|
 PG2368| PID    Reference Object                     Distance      Geod. Az  |
 PG2368|                                                           dddmmss.s |
 PG2368| PG2366 MONUMENT 611 59                     APPROX. 0.8 KM 0911109.2 |
 PG2368|---------------------------------------------------------------------|
 PG2368
 PG2368                          SUPERSEDED SURVEY CONTROL
 PG2368
 PG2368  NAD 83(1996)-  45 00 59.31347(N)    072 50 05.26883(W) AD(       ) 3
 PG2368  NAD 83(1992)-  45 00 59.31223(N)    072 50 05.26812(W) AD(       ) 3
 PG2368  NAD 83(1986)-  45 00 59.32222(N)    072 50 05.26470(W) AD(       ) 3
 PG2368  NAD 27      -  45 00 59.19176(N)    072 50 06.77396(W) AD(       ) 3
 PG2368  NGVD 29 (07/19/86)  156.     (m)          512.     (f) VERT ANG       
 PG2368
 PG2368.Superseded values are not recommended for survey control.
 PG2368
 PG2368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2368.See file dsdata.pdf to determine how the superseded data were derived.
 PG2368
 PG2368_MARKER: 71 = BOUNDARY MONUMENT
 PG2368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG2368
 PG2368  HISTORY     - Date     Condition        Report By
 PG2368  HISTORY     - 1907     FIRST OBSERVED   IBC
 PG2368  HISTORY     - 1927     GOOD             IBC
 PG2368  HISTORY     - 1970     POOR             IBC
 PG2368
 PG2368                          STATION DESCRIPTION
 PG2368
 PG2368'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1907
 PG2368'STATION MARK--A CAST-IRON POST ABOUT 38 INCHES HIGH SET IN A
 PG2368'CONCRETE BASE 3X3X3 FEET DEEP.
 PG2368'
 PG2368'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 PG2368
 PG2368                          STATION RECOVERY (1927)
 PG2368
 PG2368'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1927 (FHB)
 PG2368'A NEW ELEVATION WAS DETERMINED FOR MONUMENT IN 1927.
 PG2368
 PG2368                          STATION RECOVERY (1970)
 PG2368
 PG2368'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1970 (NP)
 PG2368'REPAIR WORK WAS CARRIED OUT ON MONUMENT IN 1970.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2377 ***********************************************************************
 PG2377  DESIGNATION -  MONUMENT 613
 PG2377  PID         -  PG2377
 PG2377  STATE/COUNTY-  PQ/BROME MISSISQUOI
 PG2377  COUNTRY     -  CANADA
 PG2377  NTS MAPSHEET-  COWANSVILLE (2020)
 PG2377
 PG2377                         *CURRENT SURVEY CONTROL
 PG2377  ______________________________________________________________________
 PG2377* NAD 83(1996) POSITION- 45 00 59.71079(N) 072 50 32.23123(W)   ADJUSTED
 PG2377* NAVD 88 ORTHO HEIGHT -   188.    (meters)      617.    (feet) VERTCON
 PG2377  ______________________________________________________________________
 PG2377  GEOID HEIGHT    -        -29.424 (meters)                     EGM08
 PG2377  HORZ ORDER      -  THIRD
 PG2377
 PG2377.The positional and height information provided upon this datasheet are not
 PG2377.officially recognized by the Government of Canada, provincial governments
 PG2377.within Canada, nor are they intended to replace or substitute for them.
 PG2377.The intent of sharing this data is to allow access to positions or heights
 PG2377.recognized by the United States Government. Passive control that is used by
 PG2377.both nations may share the same or similar designations or descriptions but
 PG2377.do not share official positions or heights. The 'Station Description' may
 PG2377.originate from a Canadian 'Station Report' and if so contains information
 PG2377.licensed under the 'Open Government License - Canada'.
 PG2377
 PG2377.The horizontal coordinates were established by classical geodetic methods
 PG2377.and adjusted by the National Geodetic Survey in January 1999.
 PG2377
 PG2377.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2377
 PG2377.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2377
 PG2377.Click photographs - Photos may exist for this station.
 PG2377
 PG2377. The following values were computed from the NAD 83(1996) position.
 PG2377
 PG2377;                    North         East     Units Scale Factor Converg.
 PG2377;UTM  18      - 4,987,057.756   670,011.796   MT  0.99995542   +1 31 35.5
 PG2377
 PG2377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2377!UTM  18      -   0.99997516  x   0.99995542  =   0.99993058
 PG2377
 PG2377:                Primary Azimuth Mark                     Grid Az
 PG2377:UTM  18      -  MONUMENT 612                             089 39 39.9
 PG2377
 PG2377_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ7001187057(NAD 83)
 PG2377
 PG2377|---------------------------------------------------------------------|
 PG2377| PID    Reference Object                     Distance      Geod. Az  |
 PG2377|                                                           dddmmss.s |
 PG2377| PG2368 MONUMENT 612                        APPROX. 0.6 KM 0911115.4 |
 PG2377| PG2379 MON.613 ECC                         188.632 METERS 27052     |
 PG2377|---------------------------------------------------------------------|
 PG2377
 PG2377                          SUPERSEDED SURVEY CONTROL
 PG2377
 PG2377  NAD 83(1996)-  45 00 59.71081(N)    072 50 32.23124(W) AD(       ) 3
 PG2377  NAD 83(1992)-  45 00 59.70957(N)    072 50 32.23053(W) AD(       ) 3
 PG2377  NAD 83(1986)-  45 00 59.71952(N)    072 50 32.22714(W) AD(       ) 3
 PG2377  NAD 27      -  45 00 59.59520(N)    072 50 33.73473(W) AD(       ) 3
 PG2377  NGVD 29 (07/19/86)  188.     (m)          617.     (f) VERT ANG       
 PG2377
 PG2377.Superseded values are not recommended for survey control.
 PG2377
 PG2377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2377.See file dsdata.pdf to determine how the superseded data were derived.
 PG2377
 PG2377_MARKER: 71 = BOUNDARY MONUMENT
 PG2377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG2377
 PG2377  HISTORY     - Date     Condition        Report By
 PG2377  HISTORY     - 1845     FIRST OBSERVED   IBC
 PG2377  HISTORY     - 1927     GOOD             IBC
 PG2377  HISTORY     - 1970     POOR             IBC
 PG2377  HISTORY     - 1976     POOR             IBC
 PG2377
 PG2377                          STATION DESCRIPTION
 PG2377
 PG2377'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 PG2377'STATION MARK--A CAST-IRON POST ABOUT 38 INCHES HIGH SET IN A
 PG2377'CONCRETE BASE 3X3X3 FEET DEEP.
 PG2377
 PG2377                          STATION RECOVERY (1927)
 PG2377
 PG2377'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1927 (FHB)
 PG2377'A NEW ELEVATION WAS DETERMINED FOR MONUMENT IN 1927.
 PG2377
 PG2377                          STATION RECOVERY (1970)
 PG2377
 PG2377'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1970 (NP)
 PG2377'REPAIR WORK WAS CARRIED OUT ON MONUMENT IN 1970.
 PG2377
 PG2377                          STATION RECOVERY (1976)
 PG2377
 PG2377'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (NP)
 PG2377'MONUMENT WAS MOVED IN 1976. SEE MONUMENT 613-76.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2378 ***********************************************************************
 PG2378  DESIGNATION -  MONUMENT 613 76
 PG2378  PID         -  PG2378
 PG2378  STATE/COUNTY-  PQ/BROME MISSISQUOI
 PG2378  COUNTRY     -  CANADA
 PG2378  NTS MAPSHEET-  COWANSVILLE (2020)
 PG2378
 PG2378                         *CURRENT SURVEY CONTROL
 PG2378  ______________________________________________________________________
 PG2378* NAD 83(1996) POSITION- 45 00 59.70899(N) 072 50 32.23584(W)   ADJUSTED
 PG2378* NAVD 88 ORTHO HEIGHT -   188.    (meters)      617.    (feet) VERTCON
 PG2378  ______________________________________________________________________
 PG2378  GEOID HEIGHT    -        -29.424 (meters)                     EGM08
 PG2378  HORZ ORDER      -  THIRD
 PG2378
 PG2378.The positional and height information provided upon this datasheet are not
 PG2378.officially recognized by the Government of Canada, provincial governments
 PG2378.within Canada, nor are they intended to replace or substitute for them.
 PG2378.The intent of sharing this data is to allow access to positions or heights
 PG2378.recognized by the United States Government. Passive control that is used by
 PG2378.both nations may share the same or similar designations or descriptions but
 PG2378.do not share official positions or heights. The 'Station Description' may
 PG2378.originate from a Canadian 'Station Report' and if so contains information
 PG2378.licensed under the 'Open Government License - Canada'.
 PG2378
 PG2378.The horizontal coordinates were established by classical geodetic methods
 PG2378.and adjusted by the National Geodetic Survey in January 1999.
 PG2378
 PG2378.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2378
 PG2378.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2378
 PG2378.Click photographs - Photos may exist for this station.
 PG2378
 PG2378. The following values were computed from the NAD 83(1996) position.
 PG2378
 PG2378;                    North         East     Units Scale Factor Converg.
 PG2378;UTM  18      - 4,987,057.698   670,011.697   MT  0.99995542   +1 31 35.5
 PG2378
 PG2378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2378!UTM  18      -   0.99997516  x   0.99995542  =   0.99993058
 PG2378
 PG2378:                Primary Azimuth Mark                     Grid Az
 PG2378:UTM  18      -  MONUMENT 610                             089 39 28.8
 PG2378
 PG2378_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ7001187057(NAD 83)
 PG2378
 PG2378|---------------------------------------------------------------------|
 PG2378| PID    Reference Object                     Distance      Geod. Az  |
 PG2378|                                                           dddmmss.s |
 PG2378| PG2364 MONUMENT 610                        APPROX. 1.7 KM 0911104.3 |
 PG2378| PG2369 MON.613 76 ECCA                      80.593 METERS 27143     |
 PG2378|---------------------------------------------------------------------|
 PG2378
 PG2378                          SUPERSEDED SURVEY CONTROL
 PG2378
 PG2378  NAD 83(1996)-  45 00 59.70901(N)    072 50 32.23584(W) AD(       ) 3
 PG2378  NAD 83(1992)-  45 00 59.70777(N)    072 50 32.23513(W) AD(       ) 3
 PG2378  NAD 83(1986)-  45 00 59.71772(N)    072 50 32.23169(W) AD(       ) 3
 PG2378  NAD 27      -  45 00 59.59418(N)    072 50 33.73930(W) AD(       ) 3
 PG2378  NGVD 29 (07/19/86)  188.     (m)          617.     (f) VERT ANG       
 PG2378
 PG2378.Superseded values are not recommended for survey control.
 PG2378
 PG2378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2378.See file dsdata.pdf to determine how the superseded data were derived.
 PG2378
 PG2378_MARKER: 71 = BOUNDARY MONUMENT
 PG2378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG2378
 PG2378  HISTORY     - Date     Condition        Report By
 PG2378  HISTORY     - 1976     FIRST OBSERVED   IBC
 PG2378
 PG2378                          STATION DESCRIPTION
 PG2378
 PG2378'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1976 (NP)
 PG2378'STATION MARK--A CAST-IRON POST ABOUT 38 INCHES HIGH SET IN A
 PG2378'CONCRETE BASE 3X3X3 FEET DEEP.
 PG2378'
 PG2378'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2370 ***********************************************************************
 PG2370  DESIGNATION -  MONUMENT 614
 PG2370  PID         -  PG2370
 PG2370  STATE/COUNTY-  PQ/BROME MISSISQUOI
 PG2370  COUNTRY     -  CANADA
 PG2370  NTS MAPSHEET-  COWANSVILLE (2020)
 PG2370
 PG2370                         *CURRENT SURVEY CONTROL
 PG2370  ______________________________________________________________________
 PG2370* NAD 83(1996) POSITION- 45 00 59.96021(N) 072 50 49.15041(W)   ADJUSTED
 PG2370* NAVD 88 ORTHO HEIGHT -   214.    (meters)      702.    (feet) VERTCON
 PG2370  ______________________________________________________________________
 PG2370  GEOID HEIGHT    -        -29.446 (meters)                     EGM08
 PG2370  HORZ ORDER      -  THIRD
 PG2370
 PG2370.The positional and height information provided upon this datasheet are not
 PG2370.officially recognized by the Government of Canada, provincial governments
 PG2370.within Canada, nor are they intended to replace or substitute for them.
 PG2370.The intent of sharing this data is to allow access to positions or heights
 PG2370.recognized by the United States Government. Passive control that is used by
 PG2370.both nations may share the same or similar designations or descriptions but
 PG2370.do not share official positions or heights. The 'Station Description' may
 PG2370.originate from a Canadian 'Station Report' and if so contains information
 PG2370.licensed under the 'Open Government License - Canada'.
 PG2370
 PG2370.The horizontal coordinates were established by classical geodetic methods
 PG2370.and adjusted by the National Geodetic Survey in January 1999.
 PG2370
 PG2370.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2370
 PG2370.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2370
 PG2370.Click photographs - Photos may exist for this station.
 PG2370
 PG2370. The following values were computed from the NAD 83(1996) position.
 PG2370
 PG2370;                    North         East     Units Scale Factor Converg.
 PG2370;UTM  18      - 4,987,055.595   669,641.284   MT  0.99995387   +1 31 23.6
 PG2370
 PG2370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2370!UTM  18      -   0.99997108  x   0.99995387  =   0.99992496
 PG2370
 PG2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ6964187055(NAD 83)
 PG2370
 PG2370                          SUPERSEDED SURVEY CONTROL
 PG2370
 PG2370  NAD 83(1996)-  45 00 59.96023(N)    072 50 49.15041(W) AD(       ) 3
 PG2370  NAD 83(1992)-  45 00 59.95899(N)    072 50 49.14970(W) AD(       ) 3
 PG2370  NAD 83(1986)-  45 00 59.96892(N)    072 50 49.14646(W) AD(       ) 3
 PG2370  NAD 27      -  45 00 59.84831(N)    072 50 50.65228(W) AD(       ) 3
 PG2370  NGVD 29 (07/19/86)  214.     (m)          702.     (f) VERT ANG       
 PG2370
 PG2370.Superseded values are not recommended for survey control.
 PG2370
 PG2370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2370.See file dsdata.pdf to determine how the superseded data were derived.
 PG2370
 PG2370_MARKER: 71 = BOUNDARY MONUMENT
 PG2370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG2370
 PG2370  HISTORY     - Date     Condition        Report By
 PG2370  HISTORY     - 1845     FIRST OBSERVED   IBC
 PG2370  HISTORY     - 1927     GOOD             IBC
 PG2370
 PG2370                          STATION DESCRIPTION
 PG2370
 PG2370'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 PG2370'STATION MARK--A CAST-IRON POST ABOUT 38 INCHES HIGH SET IN A
 PG2370'CONCRETE BASE 3X3X3 FEET DEEP.
 PG2370'
 PG2370'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 PG2370
 PG2370                          STATION RECOVERY (1927)
 PG2370
 PG2370'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1927 (FHB)
 PG2370'A NEW ELEVATION WAS DETERMINED FOR MONUMENT IN 1927.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2371 ***********************************************************************
 PG2371  DESIGNATION -  MONUMENT 614A
 PG2371  PID         -  PG2371
 PG2371  STATE/COUNTY-  PQ/BROME MISSISQUOI
 PG2371  COUNTRY     -  CANADA
 PG2371  NTS MAPSHEET-  COWANSVILLE (2020)
 PG2371
 PG2371                         *CURRENT SURVEY CONTROL
 PG2371  ______________________________________________________________________
 PG2371* NAD 83(1996) POSITION- 45 00 59.75964(N) 072 51 00.21400(W)   ADJUSTED
 PG2371* NAVD 88 ORTHO HEIGHT -   228.    (meters)      748.    (feet) VERTCON
 PG2371  ______________________________________________________________________
 PG2371  GEOID HEIGHT    -        -29.460 (meters)                     EGM08
 PG2371  HORZ ORDER      -  THIRD
 PG2371
 PG2371.The positional and height information provided upon this datasheet are not
 PG2371.officially recognized by the Government of Canada, provincial governments
 PG2371.within Canada, nor are they intended to replace or substitute for them.
 PG2371.The intent of sharing this data is to allow access to positions or heights
 PG2371.recognized by the United States Government. Passive control that is used by
 PG2371.both nations may share the same or similar designations or descriptions but
 PG2371.do not share official positions or heights. The 'Station Description' may
 PG2371.originate from a Canadian 'Station Report' and if so contains information
 PG2371.licensed under the 'Open Government License - Canada'.
 PG2371
 PG2371.The horizontal coordinates were established by classical geodetic methods
 PG2371.and adjusted by the National Geodetic Survey in January 1999.
 PG2371
 PG2371.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2371
 PG2371.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2371
 PG2371.Click photographs - Photos may exist for this station.
 PG2371
 PG2371. The following values were computed from the NAD 83(1996) position.
 PG2371
 PG2371;                    North         East     Units Scale Factor Converg.
 PG2371;UTM  18      - 4,987,042.972   669,399.302   MT  0.99995286   +1 31 15.7
 PG2371
 PG2371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2371!UTM  18      -   0.99996889  x   0.99995286  =   0.99992175
 PG2371
 PG2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ6939987042(NAD 83)
 PG2371
 PG2371                          SUPERSEDED SURVEY CONTROL
 PG2371
 PG2371  NAD 83(1996)-  45 00 59.75966(N)    072 51 00.21400(W) AD(       ) 3
 PG2371  NAD 83(1992)-  45 00 59.75842(N)    072 51 00.21329(W) AD(       ) 3
 PG2371  NAD 83(1986)-  45 00 59.76834(N)    072 51 00.20999(W) AD(       ) 3
 PG2371  NAD 27      -  45 00 59.64976(N)    072 51 01.71518(W) AD(       ) 3
 PG2371  NGVD 29 (07/19/86)  228.     (m)          748.     (f) VERT ANG       
 PG2371
 PG2371.Superseded values are not recommended for survey control.
 PG2371
 PG2371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2371.See file dsdata.pdf to determine how the superseded data were derived.
 PG2371
 PG2371_MARKER: Z = SEE DESCRIPTION
 PG2371_SETTING: 0 = UNSPECIFIED SETTING
 PG2371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG2371
 PG2371  HISTORY     - Date     Condition        Report By
 PG2371  HISTORY     - 1907     MONUMENTED       IBC
 PG2371  HISTORY     - 1927     POOR             IBC
 PG2371  HISTORY     - 1927     GOOD             IBC
 PG2371
 PG2371                          STATION DESCRIPTION
 PG2371
 PG2371'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1907
 PG2371'STATION MARK--AN INTERMEDIATE POST OF GRANITE OR CONCRETE ABOUT
 PG2371'16-1/2 INCHES HIGH SET IN A CONCRETE BASE 3X3X3 FEET DEEP.
 PG2371'
 PG2371'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 PG2371
 PG2371                          STATION RECOVERY (1927)
 PG2371
 PG2371'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1927 (FHB)
 PG2371'REPAIR WORK WAS CARRIED OUT ON MONUMENT IN 1927.
 PG2371
 PG2371                          STATION RECOVERY (1927)
 PG2371
 PG2371'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1927 (FHB)
 PG2371'A NEW ELEVATION WAS DETERMINED FOR MONUMENT IN 1927.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2372 ***********************************************************************
 PG2372  DESIGNATION -  MONUMENT 614B
 PG2372  PID         -  PG2372
 PG2372  STATE/COUNTY-  PQ/BROME MISSISQUOI
 PG2372  COUNTRY     -  CANADA
 PG2372  NTS MAPSHEET-  COWANSVILLE (2020)
 PG2372
 PG2372                         *CURRENT SURVEY CONTROL
 PG2372  ______________________________________________________________________
 PG2372* NAD 83(1996) POSITION- 45 00 59.65247(N) 072 51 06.03117(W)   ADJUSTED
 PG2372* NAVD 88 ORTHO HEIGHT -   234.    (meters)      768.    (feet) VERTCON
 PG2372  ______________________________________________________________________
 PG2372  GEOID HEIGHT    -        -29.467 (meters)                     EGM08
 PG2372  HORZ ORDER      -  THIRD
 PG2372
 PG2372.The positional and height information provided upon this datasheet are not
 PG2372.officially recognized by the Government of Canada, provincial governments
 PG2372.within Canada, nor are they intended to replace or substitute for them.
 PG2372.The intent of sharing this data is to allow access to positions or heights
 PG2372.recognized by the United States Government. Passive control that is used by
 PG2372.both nations may share the same or similar designations or descriptions but
 PG2372.do not share official positions or heights. The 'Station Description' may
 PG2372.originate from a Canadian 'Station Report' and if so contains information
 PG2372.licensed under the 'Open Government License - Canada'.
 PG2372
 PG2372.The horizontal coordinates were established by classical geodetic methods
 PG2372.and adjusted by the National Geodetic Survey in January 1999.
 PG2372
 PG2372.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2372
 PG2372.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2372
 PG2372.Click photographs - Photos may exist for this station.
 PG2372
 PG2372. The following values were computed from the NAD 83(1996) position.
 PG2372
 PG2372;                    North         East     Units Scale Factor Converg.
 PG2372;UTM  18      - 4,987,036.285   669,272.070   MT  0.99995233   +1 31 11.6
 PG2372
 PG2372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2372!UTM  18      -   0.99996795  x   0.99995233  =   0.99992028
 PG2372
 PG2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ6927287036(NAD 83)
 PG2372
 PG2372                          SUPERSEDED SURVEY CONTROL
 PG2372
 PG2372  NAD 83(1996)-  45 00 59.65248(N)    072 51 06.03117(W) AD(       ) 3
 PG2372  NAD 83(1992)-  45 00 59.65124(N)    072 51 06.03046(W) AD(       ) 3
 PG2372  NAD 83(1986)-  45 00 59.66116(N)    072 51 06.02712(W) AD(       ) 3
 PG2372  NAD 27      -  45 00 59.54349(N)    072 51 07.53186(W) AD(       ) 3
 PG2372  NGVD 29 (07/19/86)  234.     (m)          768.     (f) VERT ANG       
 PG2372
 PG2372.Superseded values are not recommended for survey control.
 PG2372
 PG2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2372.See file dsdata.pdf to determine how the superseded data were derived.
 PG2372
 PG2372_MARKER: 71 = BOUNDARY MONUMENT
 PG2372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG2372
 PG2372  HISTORY     - Date     Condition        Report By
 PG2372  HISTORY     - 1907     FIRST OBSERVED   IBC
 PG2372  HISTORY     - 1927     GOOD             IBC
 PG2372
 PG2372                          STATION DESCRIPTION
 PG2372
 PG2372'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1907
 PG2372'STATION MARK--AN INTERMEDIATE POST OF GRANITE OR CONCRETE ABOUT
 PG2372'16-1/2 INCHES HIGH SET IN A CONCRETE BASE 3X3X3 FEET DEEP.
 PG2372'
 PG2372'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 PG2372
 PG2372                          STATION RECOVERY (1927)
 PG2372
 PG2372'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1927 (FHB)
 PG2372'A NEW ELEVATION WAS DETERMINED FOR MONUMENT IN 1927.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2373 ***********************************************************************
 PG2373  DESIGNATION -  MONUMENT 614C
 PG2373  PID         -  PG2373
 PG2373  STATE/COUNTY-  PQ/BROME MISSISQUOI
 PG2373  COUNTRY     -  CANADA
 PG2373  NTS MAPSHEET-  COWANSVILLE (2020)
 PG2373
 PG2373                         *CURRENT SURVEY CONTROL
 PG2373  ______________________________________________________________________
 PG2373* NAD 83(1996) POSITION- 45 00 59.50986(N) 072 51 14.06593(W)   ADJUSTED
 PG2373* NAVD 88 ORTHO HEIGHT -   239.    (meters)      784.    (feet) VERTCON
 PG2373  ______________________________________________________________________
 PG2373  GEOID HEIGHT    -        -29.477 (meters)                     EGM08
 PG2373  HORZ ORDER      -  THIRD
 PG2373
 PG2373.The positional and height information provided upon this datasheet are not
 PG2373.officially recognized by the Government of Canada, provincial governments
 PG2373.within Canada, nor are they intended to replace or substitute for them.
 PG2373.The intent of sharing this data is to allow access to positions or heights
 PG2373.recognized by the United States Government. Passive control that is used by
 PG2373.both nations may share the same or similar designations or descriptions but
 PG2373.do not share official positions or heights. The 'Station Description' may
 PG2373.originate from a Canadian 'Station Report' and if so contains information
 PG2373.licensed under the 'Open Government License - Canada'.
 PG2373
 PG2373.The horizontal coordinates were established by classical geodetic methods
 PG2373.and adjusted by the National Geodetic Survey in January 1999.
 PG2373
 PG2373.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2373
 PG2373.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2373
 PG2373.Click photographs - Photos may exist for this station.
 PG2373
 PG2373. The following values were computed from the NAD 83(1996) position.
 PG2373
 PG2373;                    North         East     Units Scale Factor Converg.
 PG2373;UTM  18      - 4,987,027.221   669,096.332   MT  0.99995160   +1 31 05.9
 PG2373
 PG2373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2373!UTM  18      -   0.99996717  x   0.99995160  =   0.99991877
 PG2373
 PG2373_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ6909687027(NAD 83)
 PG2373
 PG2373                          SUPERSEDED SURVEY CONTROL
 PG2373
 PG2373  NAD 83(1996)-  45 00 59.50987(N)    072 51 14.06594(W) AD(       ) 3
 PG2373  NAD 83(1992)-  45 00 59.50863(N)    072 51 14.06523(W) AD(       ) 3
 PG2373  NAD 83(1986)-  45 00 59.51854(N)    072 51 14.06194(W) AD(       ) 3
 PG2373  NAD 27      -  45 00 59.40199(N)    072 51 15.56081(W) AD(       ) 3
 PG2373  NGVD 29 (07/19/86)  239.     (m)          784.     (f) VERT ANG       
 PG2373
 PG2373.Superseded values are not recommended for survey control.
 PG2373
 PG2373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2373.See file dsdata.pdf to determine how the superseded data were derived.
 PG2373
 PG2373_MARKER: 71 = BOUNDARY MONUMENT
 PG2373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG2373
 PG2373  HISTORY     - Date     Condition        Report By
 PG2373  HISTORY     - 1907     FIRST OBSERVED   IBC
 PG2373  HISTORY     - 1927     GOOD             IBC
 PG2373
 PG2373                          STATION DESCRIPTION
 PG2373
 PG2373'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1907
 PG2373'STATION MARK--AN INTERMEDIATE POST OF GRANITE OR CONCRETE ABOUT
 PG2373'16-1/2 INCHES HIGH SET IN A CONCRETE BASE 3X3X3 FEET DEEP.
 PG2373'
 PG2373'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 PG2373
 PG2373                          STATION RECOVERY (1927)
 PG2373
 PG2373'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1927 (FHB)
 PG2373'A NEW ELEVATION WAS DETERMINED FOR MONUMENT IN 1927.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2374 ***********************************************************************
 PG2374  DESIGNATION -  MONUMENT 614D
 PG2374  PID         -  PG2374
 PG2374  STATE/COUNTY-  PQ/BROME MISSISQUOI
 PG2374  COUNTRY     -  CANADA
 PG2374  NTS MAPSHEET-  COWANSVILLE (2020)
 PG2374
 PG2374                         *CURRENT SURVEY CONTROL
 PG2374  ______________________________________________________________________
 PG2374* NAD 83(1996) POSITION- 45 00 59.44782(N) 072 51 17.44389(W)   ADJUSTED
 PG2374* NAVD 88 ORTHO HEIGHT -   238.    (meters)      781.    (feet) VERTCON
 PG2374  ______________________________________________________________________
 PG2374  GEOID HEIGHT    -        -29.482 (meters)                     EGM08
 PG2374  HORZ ORDER      -  THIRD
 PG2374
 PG2374.The positional and height information provided upon this datasheet are not
 PG2374.officially recognized by the Government of Canada, provincial governments
 PG2374.within Canada, nor are they intended to replace or substitute for them.
 PG2374.The intent of sharing this data is to allow access to positions or heights
 PG2374.recognized by the United States Government. Passive control that is used by
 PG2374.both nations may share the same or similar designations or descriptions but
 PG2374.do not share official positions or heights. The 'Station Description' may
 PG2374.originate from a Canadian 'Station Report' and if so contains information
 PG2374.licensed under the 'Open Government License - Canada'.
 PG2374
 PG2374.The horizontal coordinates were established by classical geodetic methods
 PG2374.and adjusted by the National Geodetic Survey in January 1999.
 PG2374
 PG2374.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2374
 PG2374.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2374
 PG2374.Click photographs - Photos may exist for this station.
 PG2374
 PG2374. The following values were computed from the NAD 83(1996) position.
 PG2374
 PG2374;                    North         East     Units Scale Factor Converg.
 PG2374;UTM  18      - 4,987,023.347   669,022.449   MT  0.99995129   +1 31 03.5
 PG2374
 PG2374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2374!UTM  18      -   0.99996733  x   0.99995129  =   0.99991862
 PG2374
 PG2374:                Primary Azimuth Mark                     Grid Az
 PG2374:UTM  18      -  MONUMENT 615                             267 02 05.5
 PG2374
 PG2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ6902287023(NAD 83)
 PG2374
 PG2374|---------------------------------------------------------------------|
 PG2374| PID    Reference Object                     Distance      Geod. Az  |
 PG2374|                                                           dddmmss.s |
 PG2374| PG2373 MONUMENT 614C                        73.987 METERS 08831     |
 PG2374| PG2375 MONUMENT 615                        APPROX. 1.0 KM 2683309.0 |
 PG2374|---------------------------------------------------------------------|
 PG2374
 PG2374                          SUPERSEDED SURVEY CONTROL
 PG2374
 PG2374  NAD 83(1996)-  45 00 59.44783(N)    072 51 17.44390(W) AD(       ) 3
 PG2374  NAD 83(1992)-  45 00 59.44659(N)    072 51 17.44318(W) AD(       ) 3
 PG2374  NAD 83(1986)-  45 00 59.45650(N)    072 51 17.43997(W) AD(       ) 3
 PG2374  NAD 27      -  45 00 59.34027(N)    072 51 18.93304(W) AD(       ) 3
 PG2374  NGVD 29 (07/19/86)  238.     (m)          781.     (f) VERT ANG       
 PG2374
 PG2374.Superseded values are not recommended for survey control.
 PG2374
 PG2374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2374.See file dsdata.pdf to determine how the superseded data were derived.
 PG2374
 PG2374_MARKER: 71 = BOUNDARY MONUMENT
 PG2374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG2374
 PG2374  HISTORY     - Date     Condition        Report By
 PG2374  HISTORY     - 1907     FIRST OBSERVED   IBC
 PG2374  HISTORY     - 1927     GOOD             IBC
 PG2374
 PG2374                          STATION DESCRIPTION
 PG2374
 PG2374'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1907
 PG2374'STATION MARK--AN INTERMEDIATE POST OF GRANITE OR CONCRETE ABOUT
 PG2374'16-1/2 INCHES HIGH SET IN A CONCRETE BASE 3X3X3 FEET DEEP.
 PG2374'
 PG2374'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 PG2374
 PG2374                          STATION RECOVERY (1927)
 PG2374
 PG2374'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1927 (FHB)
 PG2374'A NEW ELEVATION WAS DETERMINED FOR MONUMENT IN 1927.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2452 ***********************************************************************
 PG2452  DESIGNATION -  MONUMENT 632 633 54
 PG2452  PID         -  PG2452
 PG2452  STATE/COUNTY-  PQ/LE HAUT RICHELIEU
 PG2452  COUNTRY     -  CANADA
 PG2452  NTS MAPSHEET-  LACOLLE (2020)
 PG2452
 PG2452                         *CURRENT SURVEY CONTROL
 PG2452  ______________________________________________________________________
 PG2452* NAD 83(1996) POSITION- 45 00 48.24014(N) 073 11 34.99518(W)   ADJUSTED
 PG2452* NAVD 88 ORTHO HEIGHT -    31.    (meters)      102.    (feet) VERTCON
 PG2452  ______________________________________________________________________
 PG2452  GEOID HEIGHT    -        -30.219 (meters)                     EGM08
 PG2452  HORZ ORDER      -  SECOND
 PG2452
 PG2452.The positional and height information provided upon this datasheet are not
 PG2452.officially recognized by the Government of Canada, provincial governments
 PG2452.within Canada, nor are they intended to replace or substitute for them.
 PG2452.The intent of sharing this data is to allow access to positions or heights
 PG2452.recognized by the United States Government. Passive control that is used by
 PG2452.both nations may share the same or similar designations or descriptions but
 PG2452.do not share official positions or heights. The 'Station Description' may
 PG2452.originate from a Canadian 'Station Report' and if so contains information
 PG2452.licensed under the 'Open Government License - Canada'.
 PG2452
 PG2452.The horizontal coordinates were established by classical geodetic methods
 PG2452.and adjusted by the National Geodetic Survey in January 1999.
 PG2452
 PG2452.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2452
 PG2452.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2452
 PG2452.Click photographs - Photos may exist for this station.
 PG2452
 PG2452. The following values were computed from the NAD 83(1996) position.
 PG2452
 PG2452;                    North         East     Units Scale Factor Converg.
 PG2452;UTM  18      - 4,986,027.179   642,381.793   MT  0.99984928   +1 16 41.6
 PG2452
 PG2452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2452!UTM  18      -   0.99999990  x   0.99984928  =   0.99984918
 PG2452
 PG2452:                Primary Azimuth Mark                     Grid Az
 PG2452:UTM  18      -  MONUMENT 634                             267 09 38.3
 PG2452
 PG2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ4238186027(NAD 83)
 PG2452
 PG2452|---------------------------------------------------------------------|
 PG2452| PID    Reference Object                     Distance      Geod. Az  |
 PG2452|                                                           dddmmss.s |
 PG2452| PG2454 MONUMENT 634                        APPROX. 1.4 KM 2682619.9 |
 PG2452|---------------------------------------------------------------------|
 PG2452
 PG2452                          SUPERSEDED SURVEY CONTROL
 PG2452
 PG2452  NAD 83(1996)-  45 00 48.24014(N)    073 11 34.99517(W) AD(       ) 2
 PG2452  NAD 83(1992)-  45 00 48.23882(N)    073 11 34.99410(W) AD(       ) 2
 PG2452  NAD 83(1986)-  45 00 48.24738(N)    073 11 34.99502(W) AD(       ) 2
 PG2452  NAD 27      -  45 00 48.10500(N)    073 11 36.53300(W) AD(       ) 2
 PG2452  NGVD 29 (07/19/86)   31.     (m)          102.     (f) VERT ANG       
 PG2452
 PG2452.Superseded values are not recommended for survey control.
 PG2452
 PG2452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2452.See file dsdata.pdf to determine how the superseded data were derived.
 PG2452
 PG2452_MARKER: Z = SEE DESCRIPTION
 PG2452_SETTING: 0 = UNSPECIFIED SETTING
 PG2452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG2452
 PG2452  HISTORY     - Date     Condition        Report By
 PG2452  HISTORY     - 1954     MONUMENTED       IBC
 PG2452  HISTORY     - 1980     GOOD             IBC
 PG2452
 PG2452                          STATION DESCRIPTION
 PG2452
 PG2452'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1954 (DFC)
 PG2452'STATION MARK--A CAST-IRON POST ABOUT 38 INCHES HIGH SET IN A
 PG2452'CONCRETE BASE 3X3X3 FEET DEEP.
 PG2452'
 PG2452'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 PG2452
 PG2452                          STATION RECOVERY (1980)
 PG2452
 PG2452'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (DD)
 PG2452'MONUMENT WAS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2454 ***********************************************************************
 PG2454  DESIGNATION -  MONUMENT 634
 PG2454  PID         -  PG2454
 PG2454  STATE/COUNTY-  PQ/LE HAUT RICHELIEU
 PG2454  COUNTRY     -  CANADA
 PG2454  NTS MAPSHEET-  LACOLLE (2020)
 PG2454
 PG2454                         *CURRENT SURVEY CONTROL
 PG2454  ______________________________________________________________________
 PG2454* NAD 83(1996) POSITION- 45 00 47.04173(N) 073 12 36.74688(W)   ADJUSTED
 PG2454* NAVD 88 ORTHO HEIGHT -    34.    (meters)      112.    (feet) VERTCON
 PG2454  ______________________________________________________________________
 PG2454  GEOID HEIGHT    -        -30.223 (meters)                     EGM08
 PG2454  HORZ ORDER      -  SECOND
 PG2454
 PG2454.The positional and height information provided upon this datasheet are not
 PG2454.officially recognized by the Government of Canada, provincial governments
 PG2454.within Canada, nor are they intended to replace or substitute for them.
 PG2454.The intent of sharing this data is to allow access to positions or heights
 PG2454.recognized by the United States Government. Passive control that is used by
 PG2454.both nations may share the same or similar designations or descriptions but
 PG2454.do not share official positions or heights. The 'Station Description' may
 PG2454.originate from a Canadian 'Station Report' and if so contains information
 PG2454.licensed under the 'Open Government License - Canada'.
 PG2454
 PG2454.The horizontal coordinates were established by classical geodetic methods
 PG2454.and adjusted by the National Geodetic Survey in January 1999.
 PG2454
 PG2454.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2454
 PG2454.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2454
 PG2454.Click photographs - Photos may exist for this station.
 PG2454
 PG2454. The following values were computed from the NAD 83(1996) position.
 PG2454
 PG2454;                    North         East     Units Scale Factor Converg.
 PG2454;UTM  18      - 4,985,960.184   641,030.987   MT  0.99984457   +1 15 57.9
 PG2454
 PG2454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2454!UTM  18      -   0.99999943  x   0.99984457  =   0.99984400
 PG2454
 PG2454:                Primary Azimuth Mark                     Grid Az
 PG2454:UTM  18      -  MONUMENT 632 633 54                      087 09 38.3
 PG2454
 PG2454_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ4103085960(NAD 83)
 PG2454
 PG2454|---------------------------------------------------------------------|
 PG2454| PID    Reference Object                     Distance      Geod. Az  |
 PG2454|                                                           dddmmss.s |
 PG2454| PG2452 MONUMENT 632 633 54                 APPROX. 1.4 KM 0882536.2 |
 PG2454| PG2439 MONUMENT 635                        163.997 METERS 26826     |
 PG2454|---------------------------------------------------------------------|
 PG2454
 PG2454                          SUPERSEDED SURVEY CONTROL
 PG2454
 PG2454  NAD 83(1992)-  45 00 47.04040(N)    073 12 36.74580(W) AD(       ) 2
 PG2454  NAD 83(1986)-  45 00 47.04894(N)    073 12 36.74673(W) AD(       ) 2
 PG2454  NAD 27      -  45 00 46.90658(N)    073 12 38.29035(W) AD(       ) 2
 PG2454  NGVD 29 (07/19/86)   34.     (m)          112.     (f) VERT ANG       
 PG2454
 PG2454.Superseded values are not recommended for survey control.
 PG2454
 PG2454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2454.See file dsdata.pdf to determine how the superseded data were derived.
 PG2454
 PG2454_MARKER: Z = SEE DESCRIPTION
 PG2454_SETTING: 0 = UNSPECIFIED SETTING
 PG2454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG2454
 PG2454  HISTORY     - Date     Condition        Report By
 PG2454  HISTORY     - 1845     MONUMENTED       IBC
 PG2454  HISTORY     - 1949     POOR             IBC
 PG2454  HISTORY     - 1954     POOR             IBC
 PG2454  HISTORY     - 1980     GOOD             IBC
 PG2454
 PG2454                          STATION DESCRIPTION
 PG2454
 PG2454'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 PG2454'STATION MARK--A SPECIAL-TYPE CONCRETE POST ABOUT 84 INCHES HIGH
 PG2454'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 PG2454
 PG2454                          STATION RECOVERY (1949)
 PG2454
 PG2454'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1949 (DFC)
 PG2454'DETERIORATING BADLY.
 PG2454
 PG2454                          STATION RECOVERY (1954)
 PG2454
 PG2454'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1954 (DFC)
 PG2454'COMPLETELY REBUILT WITH STANDARD CAST-IRON POST IN 1954.
 PG2454
 PG2454                          STATION RECOVERY (1980)
 PG2454
 PG2454'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (DD)
 PG2454'MONUMENT WAS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2439 ***********************************************************************
 PG2439  DESIGNATION -  MONUMENT 635
 PG2439  PID         -  PG2439
 PG2439  STATE/COUNTY-  PQ/LE HAUT RICHELIEU
 PG2439  COUNTRY     -  CANADA
 PG2439  NTS MAPSHEET-  LACOLLE (2020)
 PG2439
 PG2439                         *CURRENT SURVEY CONTROL
 PG2439  ______________________________________________________________________
 PG2439* NAD 83(1996) POSITION- 45 00 46.89633(N) 073 12 44.23355(W)   ADJUSTED
 PG2439* NAVD 88 ORTHO HEIGHT -    38.    (meters)      125.    (feet) VERTCON
 PG2439  ______________________________________________________________________
 PG2439  GEOID HEIGHT    -        -30.223 (meters)                     EGM08
 PG2439  HORZ ORDER      -  THIRD
 PG2439
 PG2439.The positional and height information provided upon this datasheet are not
 PG2439.officially recognized by the Government of Canada, provincial governments
 PG2439.within Canada, nor are they intended to replace or substitute for them.
 PG2439.The intent of sharing this data is to allow access to positions or heights
 PG2439.recognized by the United States Government. Passive control that is used by
 PG2439.both nations may share the same or similar designations or descriptions but
 PG2439.do not share official positions or heights. The 'Station Description' may
 PG2439.originate from a Canadian 'Station Report' and if so contains information
 PG2439.licensed under the 'Open Government License - Canada'.
 PG2439
 PG2439.The horizontal coordinates were established by classical geodetic methods
 PG2439.and adjusted by the National Geodetic Survey in January 1999.
 PG2439
 PG2439.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2439
 PG2439.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2439
 PG2439.Click photographs - Photos may exist for this station.
 PG2439
 PG2439. The following values were computed from the NAD 83(1996) position.
 PG2439
 PG2439;                    North         East     Units Scale Factor Converg.
 PG2439;UTM  18      - 4,985,952.077   640,867.216   MT  0.99984400   +1 15 52.6
 PG2439
 PG2439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2439!UTM  18      -   0.99999880  x   0.99984400  =   0.99984280
 PG2439
 PG2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ4086785952(NAD 83)
 PG2439
 PG2439                          SUPERSEDED SURVEY CONTROL
 PG2439
 PG2439  NAD 83(1996)-  45 00 46.89633(N)    073 12 44.23354(W) AD(       ) 3
 PG2439  NAD 83(1992)-  45 00 46.89500(N)    073 12 44.23246(W) AD(       ) 3
 PG2439  NAD 83(1986)-  45 00 46.90353(N)    073 12 44.23344(W) AD(       ) 3
 PG2439  NAD 27      -  45 00 46.76106(N)    073 12 45.78433(W) AD(       ) 3
 PG2439  NGVD 29 (07/19/86)   38.     (m)          125.     (f) VERT ANG       
 PG2439
 PG2439.Superseded values are not recommended for survey control.
 PG2439
 PG2439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2439.See file dsdata.pdf to determine how the superseded data were derived.
 PG2439
 PG2439_MARKER: Z = SEE DESCRIPTION
 PG2439_SETTING: 0 = UNSPECIFIED SETTING
 PG2439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG2439
 PG2439  HISTORY     - Date     Condition        Report By
 PG2439  HISTORY     - 1845     MONUMENTED       IBC
 PG2439  HISTORY     - 1936     POOR             IBC
 PG2439  HISTORY     - 1937     POOR             IBC
 PG2439  HISTORY     - 1939     POOR             IBC
 PG2439
 PG2439                          STATION DESCRIPTION
 PG2439
 PG2439'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 PG2439'STATION MARK--A CAST-IRON POST ABOUT 38 INCHES HIGH SET IN A
 PG2439'CONCRETE BASE 3X3X3 FEET DEEP.
 PG2439'
 PG2439'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 PG2439
 PG2439                          STATION RECOVERY (1936)
 PG2439
 PG2439'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1936 (GTP)
 PG2439'REPAIR WORK WAS CARRIED OUT ON MONUMENT IN 1936.
 PG2439
 PG2439                          STATION RECOVERY (1937)
 PG2439
 PG2439'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1937 (JGH)
 PG2439'OUT OF PLUMB AND OUT OF ALIGNMENT.
 PG2439
 PG2439                          STATION RECOVERY (1939)
 PG2439
 PG2439'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1939 (FHB)
 PG2439'REPAIR WORK WAS CARRIED OUT ON MONUMENT IN 1939.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2440 ***********************************************************************
 PG2440  DESIGNATION -  MONUMENT 635A
 PG2440  PID         -  PG2440
 PG2440  STATE/COUNTY-  PQ/LE HAUT RICHELIEU
 PG2440  COUNTRY     -  CANADA
 PG2440  NTS MAPSHEET-  LACOLLE (2020)
 PG2440
 PG2440                         *CURRENT SURVEY CONTROL
 PG2440  ______________________________________________________________________
 PG2440* NAD 83(1996) POSITION- 45 00 46.87318(N) 073 12 45.42742(W)   ADJUSTED
 PG2440* NAVD 88 ORTHO HEIGHT -    41.    (meters)      135.    (feet) VERTCON
 PG2440  ______________________________________________________________________
 PG2440  GEOID HEIGHT    -        -30.223 (meters)                     EGM08
 PG2440  HORZ ORDER      -  THIRD
 PG2440
 PG2440.The positional and height information provided upon this datasheet are not
 PG2440.officially recognized by the Government of Canada, provincial governments
 PG2440.within Canada, nor are they intended to replace or substitute for them.
 PG2440.The intent of sharing this data is to allow access to positions or heights
 PG2440.recognized by the United States Government. Passive control that is used by
 PG2440.both nations may share the same or similar designations or descriptions but
 PG2440.do not share official positions or heights. The 'Station Description' may
 PG2440.originate from a Canadian 'Station Report' and if so contains information
 PG2440.licensed under the 'Open Government License - Canada'.
 PG2440
 PG2440.The horizontal coordinates were established by classical geodetic methods
 PG2440.and adjusted by the National Geodetic Survey in January 1999.
 PG2440
 PG2440.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2440
 PG2440.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2440
 PG2440.Click photographs - Photos may exist for this station.
 PG2440
 PG2440. The following values were computed from the NAD 83(1996) position.
 PG2440
 PG2440;                    North         East     Units Scale Factor Converg.
 PG2440;UTM  18      - 4,985,950.786   640,841.100   MT  0.99984391   +1 15 51.7
 PG2440
 PG2440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2440!UTM  18      -   0.99999833  x   0.99984391  =   0.99984224
 PG2440
 PG2440_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ4084185950(NAD 83)
 PG2440
 PG2440                          SUPERSEDED SURVEY CONTROL
 PG2440
 PG2440  NAD 83(1992)-  45 00 46.87185(N)    073 12 45.42633(W) AD(       ) 3
 PG2440  NAD 83(1986)-  45 00 46.88038(N)    073 12 45.42736(W) AD(       ) 3
 PG2440  NAD 27      -  45 00 46.73781(N)    073 12 46.98573(W) AD(       ) 3
 PG2440  NGVD 29 (07/19/86)   41.     (m)          135.     (f) VERT ANG       
 PG2440
 PG2440.Superseded values are not recommended for survey control.
 PG2440
 PG2440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2440.See file dsdata.pdf to determine how the superseded data were derived.
 PG2440
 PG2440_MARKER: Z = SEE DESCRIPTION
 PG2440_SETTING: 0 = UNSPECIFIED SETTING
 PG2440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG2440
 PG2440  HISTORY     - Date     Condition        Report By
 PG2440  HISTORY     - 1907     MONUMENTED       IBC
 PG2440
 PG2440                          STATION DESCRIPTION
 PG2440
 PG2440'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1907
 PG2440'STATION MARK--AN INTERMEDIATE POST OF GRANITE OR CONCRETE ABOUT
 PG2440'16-1/2 INCHES HIGH SET IN A CONCRETE BASE 3X3X3 FEET DEEP.
 PG2440'
 PG2440'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2441 ***********************************************************************
 PG2441  DESIGNATION -  MONUMENT 635B
 PG2441  PID         -  PG2441
 PG2441  STATE/COUNTY-  PQ/LE HAUT RICHELIEU
 PG2441  COUNTRY     -  CANADA
 PG2441  NTS MAPSHEET-  LACOLLE (2020)
 PG2441
 PG2441                         *CURRENT SURVEY CONTROL
 PG2441  ______________________________________________________________________
 PG2441* NAD 83(1996) POSITION- 45 00 46.81077(N) 073 12 48.61907(W)   ADJUSTED
 PG2441* NAVD 88 ORTHO HEIGHT -    44.    (meters)      144.    (feet) VERTCON
 PG2441  ______________________________________________________________________
 PG2441  GEOID HEIGHT    -        -30.223 (meters)                     EGM08
 PG2441  HORZ ORDER      -  THIRD
 PG2441
 PG2441.The positional and height information provided upon this datasheet are not
 PG2441.officially recognized by the Government of Canada, provincial governments
 PG2441.within Canada, nor are they intended to replace or substitute for them.
 PG2441.The intent of sharing this data is to allow access to positions or heights
 PG2441.recognized by the United States Government. Passive control that is used by
 PG2441.both nations may share the same or similar designations or descriptions but
 PG2441.do not share official positions or heights. The 'Station Description' may
 PG2441.originate from a Canadian 'Station Report' and if so contains information
 PG2441.licensed under the 'Open Government License - Canada'.
 PG2441
 PG2441.The horizontal coordinates were established by classical geodetic methods
 PG2441.and adjusted by the National Geodetic Survey in January 1999.
 PG2441
 PG2441.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2441
 PG2441.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2441
 PG2441.Click photographs - Photos may exist for this station.
 PG2441
 PG2441. The following values were computed from the NAD 83(1996) position.
 PG2441
 PG2441;                    North         East     Units Scale Factor Converg.
 PG2441;UTM  18      - 4,985,947.319   640,771.283   MT  0.99984367   +1 15 49.4
 PG2441
 PG2441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2441!UTM  18      -   0.99999786  x   0.99984367  =   0.99984153
 PG2441
 PG2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ4077185947(NAD 83)
 PG2441
 PG2441                          SUPERSEDED SURVEY CONTROL
 PG2441
 PG2441  NAD 83(1996)-  45 00 46.81077(N)    073 12 48.61906(W) AD(       ) 3
 PG2441  NAD 83(1992)-  45 00 46.80944(N)    073 12 48.61797(W) AD(       ) 3
 PG2441  NAD 83(1986)-  45 00 46.81796(N)    073 12 48.61906(W) AD(       ) 3
 PG2441  NAD 27      -  45 00 46.67549(N)    073 12 50.18485(W) AD(       ) 3
 PG2441  NGVD 29 (07/19/86)   44.     (m)          144.     (f) VERT ANG       
 PG2441
 PG2441.Superseded values are not recommended for survey control.
 PG2441
 PG2441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2441.See file dsdata.pdf to determine how the superseded data were derived.
 PG2441
 PG2441_MARKER: Z = SEE DESCRIPTION
 PG2441_SETTING: 0 = UNSPECIFIED SETTING
 PG2441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG2441
 PG2441  HISTORY     - Date     Condition        Report By
 PG2441  HISTORY     - 1907     MONUMENTED       IBC
 PG2441
 PG2441                          STATION DESCRIPTION
 PG2441
 PG2441'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1907
 PG2441'STATION MARK--AN INTERMEDIATE POST OF GRANITE OR CONCRETE ABOUT
 PG2441'16-1/2 INCHES HIGH SET IN A CONCRETE BASE 3X3X3 FEET DEEP.
 PG2441'
 PG2441'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2442 ***********************************************************************
 PG2442  DESIGNATION -  MONUMENT 636
 PG2442  PID         -  PG2442
 PG2442  STATE/COUNTY-  PQ/LE HAUT RICHELIEU
 PG2442  COUNTRY     -  CANADA
 PG2442  NTS MAPSHEET-  LACOLLE (2020)
 PG2442
 PG2442                         *CURRENT SURVEY CONTROL
 PG2442  ______________________________________________________________________
 PG2442* NAD 83(1996) POSITION- 45 00 46.58374(N) 073 13 00.27408(W)   ADJUSTED
 PG2442* NAVD 88 ORTHO HEIGHT -    48.    (meters)      157.    (feet) VERTCON
 PG2442  ______________________________________________________________________
 PG2442  GEOID HEIGHT    -        -30.224 (meters)                     EGM08
 PG2442  HORZ ORDER      -  THIRD
 PG2442
 PG2442.The positional and height information provided upon this datasheet are not
 PG2442.officially recognized by the Government of Canada, provincial governments
 PG2442.within Canada, nor are they intended to replace or substitute for them.
 PG2442.The intent of sharing this data is to allow access to positions or heights
 PG2442.recognized by the United States Government. Passive control that is used by
 PG2442.both nations may share the same or similar designations or descriptions but
 PG2442.do not share official positions or heights. The 'Station Description' may
 PG2442.originate from a Canadian 'Station Report' and if so contains information
 PG2442.licensed under the 'Open Government License - Canada'.
 PG2442
 PG2442.The horizontal coordinates were established by classical geodetic methods
 PG2442.and adjusted by the National Geodetic Survey in January 1999.
 PG2442
 PG2442.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2442
 PG2442.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2442
 PG2442.Click photographs - Photos may exist for this station.
 PG2442
 PG2442. The following values were computed from the NAD 83(1996) position.
 PG2442
 PG2442;                    North         East     Units Scale Factor Converg.
 PG2442;UTM  18      - 4,985,934.691   640,516.330   MT  0.99984279   +1 15 41.2
 PG2442
 PG2442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2442!UTM  18      -   0.99999723  x   0.99984279  =   0.99984003
 PG2442
 PG2442:                Primary Azimuth Mark                     Grid Az
 PG2442:UTM  18      -  MONUMENT 637                             267 09 12.0
 PG2442
 PG2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ4051685934(NAD 83)
 PG2442
 PG2442|---------------------------------------------------------------------|
 PG2442| PID    Reference Object                     Distance      Geod. Az  |
 PG2442|                                                           dddmmss.s |
 PG2442| PG2441 MONUMENT 635B                       255.305 METERS 08826     |
 PG2442| PG2443 MONUMENT 637                        APPROX. 0.8 KM 2682453.2 |
 PG2442|---------------------------------------------------------------------|
 PG2442
 PG2442                          SUPERSEDED SURVEY CONTROL
 PG2442
 PG2442  NAD 83(1996)-  45 00 46.58374(N)    073 13 00.27407(W) AD(       ) 3
 PG2442  NAD 83(1992)-  45 00 46.58242(N)    073 13 00.27297(W) AD(       ) 3
 PG2442  NAD 83(1986)-  45 00 46.59092(N)    073 13 00.27411(W) AD(       ) 3
 PG2442  NAD 27      -  45 00 46.44925(N)    073 13 01.84706(W) AD(       ) 3
 PG2442  NGVD 29 (07/19/86)   48.     (m)          157.     (f) VERT ANG       
 PG2442
 PG2442.Superseded values are not recommended for survey control.
 PG2442
 PG2442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2442.See file dsdata.pdf to determine how the superseded data were derived.
 PG2442
 PG2442_MARKER: Z = SEE DESCRIPTION
 PG2442_SETTING: 0 = UNSPECIFIED SETTING
 PG2442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG2442
 PG2442  HISTORY     - Date     Condition        Report By
 PG2442  HISTORY     - 1845     MONUMENTED       IBC
 PG2442  HISTORY     - 1980     GOOD             IBC
 PG2442
 PG2442                          STATION DESCRIPTION
 PG2442
 PG2442'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 PG2442'STATION MARK--A CAST-IRON POST ABOUT 38 INCHES HIGH SET IN A
 PG2442'CONCRETE BASE 3X3X3 FEET DEEP.
 PG2442'
 PG2442'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 PG2442
 PG2442                          STATION RECOVERY (1980)
 PG2442
 PG2442'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (DD)
 PG2442'MONUMENT WAS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2443 ***********************************************************************
 PG2443  DESIGNATION -  MONUMENT 637
 PG2443  PID         -  PG2443
 PG2443  STATE/COUNTY-  PQ/LE HAUT RICHELIEU
 PG2443  COUNTRY     -  CANADA
 PG2443  NTS MAPSHEET-  LACOLLE (2020)
 PG2443
 PG2443                         *CURRENT SURVEY CONTROL
 PG2443  ______________________________________________________________________
 PG2443* NAD 83(1996) POSITION- 45 00 45.90581(N) 073 13 34.73549(W)   ADJUSTED
 PG2443* NAVD 88 ORTHO HEIGHT -    44.    (meters)      144.    (feet) VERTCON
 PG2443  ______________________________________________________________________
 PG2443  GEOID HEIGHT    -        -30.224 (meters)                     EGM08
 PG2443  HORZ ORDER      -  THIRD
 PG2443
 PG2443.The positional and height information provided upon this datasheet are not
 PG2443.officially recognized by the Government of Canada, provincial governments
 PG2443.within Canada, nor are they intended to replace or substitute for them.
 PG2443.The intent of sharing this data is to allow access to positions or heights
 PG2443.recognized by the United States Government. Passive control that is used by
 PG2443.both nations may share the same or similar designations or descriptions but
 PG2443.do not share official positions or heights. The 'Station Description' may
 PG2443.originate from a Canadian 'Station Report' and if so contains information
 PG2443.licensed under the 'Open Government License - Canada'.
 PG2443
 PG2443.The horizontal coordinates were established by classical geodetic methods
 PG2443.and adjusted by the National Geodetic Survey in January 1999.
 PG2443
 PG2443.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2443
 PG2443.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2443
 PG2443.Click photographs - Photos may exist for this station.
 PG2443
 PG2443. The following values were computed from the NAD 83(1996) position.
 PG2443
 PG2443;                    North         East     Units Scale Factor Converg.
 PG2443;UTM  18      - 4,985,897.206   639,762.490   MT  0.99984019   +1 15 16.8
 PG2443
 PG2443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2443!UTM  18      -   0.99999786  x   0.99984019  =   0.99983805
 PG2443
 PG2443:                Primary Azimuth Mark                     Grid Az
 PG2443:UTM  18      -  MONUMENT 636                             087 09 12.1
 PG2443
 PG2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ3976285897(NAD 83)
 PG2443
 PG2443|---------------------------------------------------------------------|
 PG2443| PID    Reference Object                     Distance      Geod. Az  |
 PG2443|                                                           dddmmss.s |
 PG2443| PG2442 MONUMENT 636                        APPROX. 0.8 KM 0882428.9 |
 PG2443|---------------------------------------------------------------------|
 PG2443
 PG2443                          SUPERSEDED SURVEY CONTROL
 PG2443
 PG2443  NAD 83(1996)-  45 00 45.90582(N)    073 13 34.73548(W) AD(       ) 3
 PG2443  NAD 83(1992)-  45 00 45.90450(N)    073 13 34.73438(W) AD(       ) 3
 PG2443  NAD 83(1986)-  45 00 45.91295(N)    073 13 34.73554(W) AD(       ) 3
 PG2443  NAD 27      -  45 00 45.77397(N)    073 13 36.31496(W) AD(       ) 3
 PG2443  NGVD 29 (07/19/86)   44.     (m)          144.     (f) VERT ANG       
 PG2443
 PG2443.Superseded values are not recommended for survey control.
 PG2443
 PG2443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2443.See file dsdata.pdf to determine how the superseded data were derived.
 PG2443
 PG2443_MARKER: Z = SEE DESCRIPTION
 PG2443_SETTING: 0 = UNSPECIFIED SETTING
 PG2443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG2443
 PG2443  HISTORY     - Date     Condition        Report By
 PG2443  HISTORY     - 1845     MONUMENTED       IBC
 PG2443  HISTORY     - 1941     POOR             IBC
 PG2443  HISTORY     - 1980     GOOD             IBC
 PG2443
 PG2443                          STATION DESCRIPTION
 PG2443
 PG2443'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 PG2443'STATION MARK--A CAST-IRON POST ABOUT 38 INCHES HIGH SET IN A
 PG2443'CONCRETE BASE 3X3X3 FEET DEEP.
 PG2443'
 PG2443'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 PG2443
 PG2443                          STATION RECOVERY (1941)
 PG2443
 PG2443'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (FHB)
 PG2443'REPAIR WORK WAS CARRIED OUT ON MONUMENT IN 1941.
 PG2443
 PG2443                          STATION RECOVERY (1980)
 PG2443
 PG2443'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (DD)
 PG2443'MONUMENT WAS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2444 ***********************************************************************
 PG2444  DESIGNATION -  MONUMENT 637A
 PG2444  PID         -  PG2444
 PG2444  STATE/COUNTY-  PQ/LE HAUT RICHELIEU
 PG2444  COUNTRY     -  CANADA
 PG2444  NTS MAPSHEET-  LACOLLE (2020)
 PG2444
 PG2444                         *CURRENT SURVEY CONTROL
 PG2444  ______________________________________________________________________
 PG2444* NAD 83(1996) POSITION- 45 00 45.26089(N) 073 14 18.31077(W)   ADJUSTED
 PG2444* NAVD 88 ORTHO HEIGHT -    46.    (meters)      151.    (feet) VERTCON
 PG2444  ______________________________________________________________________
 PG2444  GEOID HEIGHT    -        -30.225 (meters)                     EGM08
 PG2444  HORZ ORDER      -  THIRD
 PG2444
 PG2444.The positional and height information provided upon this datasheet are not
 PG2444.officially recognized by the Government of Canada, provincial governments
 PG2444.within Canada, nor are they intended to replace or substitute for them.
 PG2444.The intent of sharing this data is to allow access to positions or heights
 PG2444.recognized by the United States Government. Passive control that is used by
 PG2444.both nations may share the same or similar designations or descriptions but
 PG2444.do not share official positions or heights. The 'Station Description' may
 PG2444.originate from a Canadian 'Station Report' and if so contains information
 PG2444.licensed under the 'Open Government License - Canada'.
 PG2444
 PG2444.The horizontal coordinates were established by classical geodetic methods
 PG2444.and adjusted by the National Geodetic Survey in January 1999.
 PG2444
 PG2444.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2444
 PG2444.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2444
 PG2444.Click photographs - Photos may exist for this station.
 PG2444
 PG2444. The following values were computed from the NAD 83(1996) position.
 PG2444
 PG2444;                    North         East     Units Scale Factor Converg.
 PG2444;UTM  18      - 4,985,856.488   638,809.134   MT  0.99983693   +1 14 45.9
 PG2444
 PG2444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2444!UTM  18      -   0.99999755  x   0.99983693  =   0.99983448
 PG2444
 PG2444:                Primary Azimuth Mark                     Grid Az
 PG2444:UTM  18      -  MONUMENT 637                             087 33 15.6
 PG2444
 PG2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ3880985856(NAD 83)
 PG2444
 PG2444|---------------------------------------------------------------------|
 PG2444| PID    Reference Object                     Distance      Geod. Az  |
 PG2444|                                                           dddmmss.s |
 PG2444| PG2443 MONUMENT 637                        APPROX. 1.0 KM 0884801.5 |
 PG2444| PG2445 MONUMENT 637B                       266.469 METERS 26847     |
 PG2444|---------------------------------------------------------------------|
 PG2444
 PG2444                          SUPERSEDED SURVEY CONTROL
 PG2444
 PG2444  NAD 83(1996)-  45 00 45.26091(N)    073 14 18.31077(W) AD(       ) 3
 PG2444  NAD 83(1992)-  45 00 45.25960(N)    073 14 18.30966(W) AD(       ) 3
 PG2444  NAD 83(1986)-  45 00 45.26797(N)    073 14 18.31085(W) AD(       ) 3
 PG2444  NAD 27      -  45 00 45.13246(N)    073 14 19.89644(W) AD(       ) 3
 PG2444  NGVD 29 (07/19/86)   46.     (m)          151.     (f) VERT ANG       
 PG2444
 PG2444.Superseded values are not recommended for survey control.
 PG2444
 PG2444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2444.See file dsdata.pdf to determine how the superseded data were derived.
 PG2444
 PG2444_MARKER: Z = SEE DESCRIPTION
 PG2444_SETTING: 0 = UNSPECIFIED SETTING
 PG2444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG2444
 PG2444  HISTORY     - Date     Condition        Report By
 PG2444  HISTORY     - 1907     MONUMENTED       IBC
 PG2444
 PG2444                          STATION DESCRIPTION
 PG2444
 PG2444'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1907
 PG2444'STATION MARK--AN INTERMEDIATE POST OF GRANITE OR CONCRETE ABOUT
 PG2444'16-1/2 INCHES HIGH SET IN A CONCRETE BASE 3X3X3 FEET DEEP.
 PG2444'
 PG2444'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2445 ***********************************************************************
 PG2445  DESIGNATION -  MONUMENT 637B
 PG2445  PID         -  PG2445
 PG2445  STATE/COUNTY-  PQ/LE HAUT RICHELIEU
 PG2445  COUNTRY     -  CANADA
 PG2445  NTS MAPSHEET-  LACOLLE (2020)
 PG2445
 PG2445                         *CURRENT SURVEY CONTROL
 PG2445  ______________________________________________________________________
 PG2445* NAD 83(1996) POSITION- 45 00 45.07758(N) 073 14 30.47715(W)   ADJUSTED
 PG2445* NAVD 88 ORTHO HEIGHT -    46.    (meters)      151.    (feet) VERTCON
 PG2445  ______________________________________________________________________
 PG2445  GEOID HEIGHT    -        -30.224 (meters)                     EGM08
 PG2445  HORZ ORDER      -  THIRD
 PG2445
 PG2445.The positional and height information provided upon this datasheet are not
 PG2445.officially recognized by the Government of Canada, provincial governments
 PG2445.within Canada, nor are they intended to replace or substitute for them.
 PG2445.The intent of sharing this data is to allow access to positions or heights
 PG2445.recognized by the United States Government. Passive control that is used by
 PG2445.both nations may share the same or similar designations or descriptions but
 PG2445.do not share official positions or heights. The 'Station Description' may
 PG2445.originate from a Canadian 'Station Report' and if so contains information
 PG2445.licensed under the 'Open Government License - Canada'.
 PG2445
 PG2445.The horizontal coordinates were established by classical geodetic methods
 PG2445.and adjusted by the National Geodetic Survey in January 1999.
 PG2445
 PG2445.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2445
 PG2445.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2445
 PG2445.Click photographs - Photos may exist for this station.
 PG2445
 PG2445. The following values were computed from the NAD 83(1996) position.
 PG2445
 PG2445;                    North         East     Units Scale Factor Converg.
 PG2445;UTM  18      - 4,985,845.044   638,542.955   MT  0.99983602   +1 14 37.3
 PG2445
 PG2445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2445!UTM  18      -   0.99999755  x   0.99983602  =   0.99983357
 PG2445
 PG2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ3854285845(NAD 83)
 PG2445
 PG2445                          SUPERSEDED SURVEY CONTROL
 PG2445
 PG2445  NAD 83(1996)-  45 00 45.07760(N)    073 14 30.47714(W) AD(       ) 3
 PG2445  NAD 83(1992)-  45 00 45.07630(N)    073 14 30.47603(W) AD(       ) 3
 PG2445  NAD 83(1986)-  45 00 45.08465(N)    073 14 30.47727(W) AD(       ) 3
 PG2445  NAD 27      -  45 00 44.95000(N)    073 14 32.07000(W) AD(       ) 3
 PG2445  NGVD 29 (07/19/86)   46.     (m)          151.     (f) VERT ANG       
 PG2445
 PG2445.Superseded values are not recommended for survey control.
 PG2445
 PG2445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2445.See file dsdata.pdf to determine how the superseded data were derived.
 PG2445
 PG2445_MARKER: Z = SEE DESCRIPTION
 PG2445_SETTING: 0 = UNSPECIFIED SETTING
 PG2445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG2445
 PG2445  HISTORY     - Date     Condition        Report By
 PG2445  HISTORY     - 1907     MONUMENTED       IBC
 PG2445
 PG2445                          STATION DESCRIPTION
 PG2445
 PG2445'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1907
 PG2445'STATION MARK--AN INTERMEDIATE POST OF GRANITE OR CONCRETE ABOUT
 PG2445'16-1/2 INCHES HIGH SET IN A CONCRETE BASE 3X3X3 FEET DEEP.
 PG2445'
 PG2445'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2447 ***********************************************************************
 PG2447  DESIGNATION -  MONUMENT 638
 PG2447  PID         -  PG2447
 PG2447  STATE/COUNTY-  PQ/LE HAUT RICHELIEU
 PG2447  COUNTRY     -  CANADA
 PG2447  NTS MAPSHEET-  LACOLLE (2020)
 PG2447
 PG2447                         *CURRENT SURVEY CONTROL
 PG2447  ______________________________________________________________________
 PG2447* NAD 83(1996) POSITION- 45 00 45.01755(N) 073 14 34.47985(W)   ADJUSTED
 PG2447* NAVD 88 ORTHO HEIGHT -    47.    (meters)      154.    (feet) VERTCON
 PG2447  ______________________________________________________________________
 PG2447  GEOID HEIGHT    -        -30.224 (meters)                     EGM08
 PG2447  HORZ ORDER      -  THIRD
 PG2447
 PG2447.The positional and height information provided upon this datasheet are not
 PG2447.officially recognized by the Government of Canada, provincial governments
 PG2447.within Canada, nor are they intended to replace or substitute for them.
 PG2447.The intent of sharing this data is to allow access to positions or heights
 PG2447.recognized by the United States Government. Passive control that is used by
 PG2447.both nations may share the same or similar designations or descriptions but
 PG2447.do not share official positions or heights. The 'Station Description' may
 PG2447.originate from a Canadian 'Station Report' and if so contains information
 PG2447.licensed under the 'Open Government License - Canada'.
 PG2447
 PG2447.The horizontal coordinates were established by classical geodetic methods
 PG2447.and adjusted by the National Geodetic Survey in January 1999.
 PG2447
 PG2447.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2447
 PG2447.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2447
 PG2447.Click photographs - Photos may exist for this station.
 PG2447
 PG2447. The following values were computed from the NAD 83(1996) position.
 PG2447
 PG2447;                    North         East     Units Scale Factor Converg.
 PG2447;UTM  18      - 4,985,841.290   638,455.382   MT  0.99983572   +1 14 34.5
 PG2447
 PG2447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2447!UTM  18      -   0.99999739  x   0.99983572  =   0.99983311
 PG2447
 PG2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ3845585841(NAD 83)
 PG2447
 PG2447                          SUPERSEDED SURVEY CONTROL
 PG2447
 PG2447  NAD 83(1996)-  45 00 45.01758(N)    073 14 34.47985(W) AD(       ) 3
 PG2447  NAD 83(1992)-  45 00 45.01627(N)    073 14 34.47873(W) AD(       ) 3
 PG2447  NAD 83(1986)-  45 00 45.02463(N)    073 14 34.48005(W) AD(       ) 3
 PG2447  NAD 27      -  45 00 44.88913(N)    073 14 36.06177(W) AD(       ) 3
 PG2447  NGVD 29 (07/19/86)   47.     (m)          154.     (f) VERT ANG       
 PG2447
 PG2447.Superseded values are not recommended for survey control.
 PG2447
 PG2447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2447.See file dsdata.pdf to determine how the superseded data were derived.
 PG2447
 PG2447_MARKER: Z = SEE DESCRIPTION
 PG2447_SETTING: 0 = UNSPECIFIED SETTING
 PG2447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG2447
 PG2447  HISTORY     - Date     Condition        Report By
 PG2447  HISTORY     - 1845     MONUMENTED       IBC
 PG2447
 PG2447                          STATION DESCRIPTION
 PG2447
 PG2447'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 PG2447'STATION MARK--A CAST-IRON POST ABOUT 38 INCHES HIGH SET IN A
 PG2447'CONCRETE BASE 3X3X3 FEET DEEP.
 PG2447'
 PG2447'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2448 ***********************************************************************
 PG2448  DESIGNATION -  MONUMENT 638A
 PG2448  PID         -  PG2448
 PG2448  STATE/COUNTY-  PQ/LE HAUT RICHELIEU
 PG2448  COUNTRY     -  CANADA
 PG2448  NTS MAPSHEET-  LACOLLE (2020)
 PG2448
 PG2448                         *CURRENT SURVEY CONTROL
 PG2448  ______________________________________________________________________
 PG2448* NAD 83(1996) POSITION- 45 00 44.96290(N) 073 14 38.06740(W)   ADJUSTED
 PG2448* NAVD 88 ORTHO HEIGHT -    47.    (meters)      154.    (feet) VERTCON
 PG2448  ______________________________________________________________________
 PG2448  GEOID HEIGHT    -        -30.224 (meters)                     EGM08
 PG2448  HORZ ORDER      -  THIRD
 PG2448
 PG2448.The positional and height information provided upon this datasheet are not
 PG2448.officially recognized by the Government of Canada, provincial governments
 PG2448.within Canada, nor are they intended to replace or substitute for them.
 PG2448.The intent of sharing this data is to allow access to positions or heights
 PG2448.recognized by the United States Government. Passive control that is used by
 PG2448.both nations may share the same or similar designations or descriptions but
 PG2448.do not share official positions or heights. The 'Station Description' may
 PG2448.originate from a Canadian 'Station Report' and if so contains information
 PG2448.licensed under the 'Open Government License - Canada'.
 PG2448
 PG2448.The horizontal coordinates were established by classical geodetic methods
 PG2448.and adjusted by the National Geodetic Survey in January 1999.
 PG2448
 PG2448.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2448
 PG2448.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2448
 PG2448.Click photographs - Photos may exist for this station.
 PG2448
 PG2448. The following values were computed from the NAD 83(1996) position.
 PG2448
 PG2448;                    North         East     Units Scale Factor Converg.
 PG2448;UTM  18      - 4,985,837.900   638,376.893   MT  0.99983545   +1 14 32.0
 PG2448
 PG2448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2448!UTM  18      -   0.99999739  x   0.99983545  =   0.99983284
 PG2448
 PG2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ3837685837(NAD 83)
 PG2448
 PG2448                          SUPERSEDED SURVEY CONTROL
 PG2448
 PG2448  NAD 83(1996)-  45 00 44.96292(N)    073 14 38.06740(W) AD(       ) 3
 PG2448  NAD 83(1992)-  45 00 44.96163(N)    073 14 38.06627(W) AD(       ) 3
 PG2448  NAD 83(1986)-  45 00 44.96998(N)    073 14 38.06764(W) AD(       ) 3
 PG2448  NAD 27      -  45 00 44.83441(N)    073 14 39.64253(W) AD(       ) 3
 PG2448  NGVD 29 (07/19/86)   47.     (m)          154.     (f) VERT ANG       
 PG2448
 PG2448.Superseded values are not recommended for survey control.
 PG2448
 PG2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2448.See file dsdata.pdf to determine how the superseded data were derived.
 PG2448
 PG2448_MARKER: Z = SEE DESCRIPTION
 PG2448_SETTING: 0 = UNSPECIFIED SETTING
 PG2448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG2448
 PG2448  HISTORY     - Date     Condition        Report By
 PG2448  HISTORY     - 1907     MONUMENTED       IBC
 PG2448
 PG2448                          STATION DESCRIPTION
 PG2448
 PG2448'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1907
 PG2448'STATION MARK--AN INTERMEDIATE POST OF GRANITE OR CONCRETE ABOUT
 PG2448'16-1/2 INCHES HIGH SET IN A CONCRETE BASE 3X3X3 FEET DEEP.
 PG2448'
 PG2448'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2449 ***********************************************************************
 PG2449  DESIGNATION -  MONUMENT 638B
 PG2449  PID         -  PG2449
 PG2449  STATE/COUNTY-  PQ/LE HAUT RICHELIEU
 PG2449  COUNTRY     -  CANADA
 PG2449  NTS MAPSHEET-  LACOLLE (2020)
 PG2449
 PG2449                         *CURRENT SURVEY CONTROL
 PG2449  ______________________________________________________________________
 PG2449* NAD 83(1996) POSITION- 45 00 44.84910(N) 073 14 45.61232(W)   ADJUSTED
 PG2449* NAVD 88 ORTHO HEIGHT -    43.    (meters)      141.    (feet) VERTCON
 PG2449  ______________________________________________________________________
 PG2449  GEOID HEIGHT    -        -30.224 (meters)                     EGM08
 PG2449  HORZ ORDER      -  THIRD
 PG2449
 PG2449.The positional and height information provided upon this datasheet are not
 PG2449.officially recognized by the Government of Canada, provincial governments
 PG2449.within Canada, nor are they intended to replace or substitute for them.
 PG2449.The intent of sharing this data is to allow access to positions or heights
 PG2449.recognized by the United States Government. Passive control that is used by
 PG2449.both nations may share the same or similar designations or descriptions but
 PG2449.do not share official positions or heights. The 'Station Description' may
 PG2449.originate from a Canadian 'Station Report' and if so contains information
 PG2449.licensed under the 'Open Government License - Canada'.
 PG2449
 PG2449.The horizontal coordinates were established by classical geodetic methods
 PG2449.and adjusted by the National Geodetic Survey in January 1999.
 PG2449
 PG2449.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2449
 PG2449.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2449
 PG2449.Click photographs - Photos may exist for this station.
 PG2449
 PG2449. The following values were computed from the NAD 83(1996) position.
 PG2449
 PG2449;                    North         East     Units Scale Factor Converg.
 PG2449;UTM  18      - 4,985,830.810   638,211.823   MT  0.99983489   +1 14 26.6
 PG2449
 PG2449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2449!UTM  18      -   0.99999802  x   0.99983489  =   0.99983291
 PG2449
 PG2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ3821185830(NAD 83)
 PG2449
 PG2449                          SUPERSEDED SURVEY CONTROL
 PG2449
 PG2449  NAD 83(1996)-  45 00 44.84912(N)    073 14 45.61232(W) AD(       ) 3
 PG2449  NAD 83(1992)-  45 00 44.84783(N)    073 14 45.61119(W) AD(       ) 3
 PG2449  NAD 83(1986)-  45 00 44.85617(N)    073 14 45.61260(W) AD(       ) 3
 PG2449  NAD 27      -  45 00 44.72028(N)    073 14 47.18052(W) AD(       ) 3
 PG2449  NGVD 29 (07/19/86)   43.     (m)          141.     (f) VERT ANG       
 PG2449
 PG2449.Superseded values are not recommended for survey control.
 PG2449
 PG2449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2449.See file dsdata.pdf to determine how the superseded data were derived.
 PG2449
 PG2449_MARKER: Z = SEE DESCRIPTION
 PG2449_SETTING: 0 = UNSPECIFIED SETTING
 PG2449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG2449
 PG2449  HISTORY     - Date     Condition        Report By
 PG2449  HISTORY     - 1907     MONUMENTED       IBC
 PG2449
 PG2449                          STATION DESCRIPTION
 PG2449
 PG2449'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1907
 PG2449'STATION MARK--AN INTERMEDIATE POST OF GRANITE OR CONCRETE ABOUT
 PG2449'16-1/2 INCHES HIGH SET IN A CONCRETE BASE 3X3X3 FEET DEEP.
 PG2449'
 PG2449'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2461 ***********************************************************************
 PG2461  DESIGNATION -  MONUMENT 639
 PG2461  PID         -  PG2461
 PG2461  STATE/COUNTY-  PQ/LE HAUT RICHELIEU
 PG2461  COUNTRY     -  CANADA
 PG2461  NTS MAPSHEET-  LACOLLE (2020)
 PG2461
 PG2461                         *CURRENT SURVEY CONTROL
 PG2461  ______________________________________________________________________
 PG2461* NAD 83(1996) POSITION- 45 00 44.63415(N) 073 14 59.88622(W)   ADJUSTED
 PG2461* NAVD 88 ORTHO HEIGHT -    37.    (meters)      121.    (feet) VERTCON
 PG2461  ______________________________________________________________________
 PG2461  GEOID HEIGHT    -        -30.224 (meters)                     EGM08
 PG2461  HORZ ORDER      -  THIRD
 PG2461
 PG2461.The positional and height information provided upon this datasheet are not
 PG2461.officially recognized by the Government of Canada, provincial governments
 PG2461.within Canada, nor are they intended to replace or substitute for them.
 PG2461.The intent of sharing this data is to allow access to positions or heights
 PG2461.recognized by the United States Government. Passive control that is used by
 PG2461.both nations may share the same or similar designations or descriptions but
 PG2461.do not share official positions or heights. The 'Station Description' may
 PG2461.originate from a Canadian 'Station Report' and if so contains information
 PG2461.licensed under the 'Open Government License - Canada'.
 PG2461
 PG2461.The horizontal coordinates were established by classical geodetic methods
 PG2461.and adjusted by the National Geodetic Survey in January 1999.
 PG2461
 PG2461.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2461
 PG2461.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2461
 PG2461.Click photographs - Photos may exist for this station.
 PG2461
 PG2461. The following values were computed from the NAD 83(1996) position.
 PG2461
 PG2461;                    North         East     Units Scale Factor Converg.
 PG2461;UTM  18      - 4,985,817.418   637,899.534   MT  0.99983383   +1 14 16.5
 PG2461
 PG2461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2461!UTM  18      -   0.99999896  x   0.99983383  =   0.99983279
 PG2461
 PG2461:                Primary Azimuth Mark                     Grid Az
 PG2461:UTM  18      -  MONUMENT 639A                            267 33 02.1
 PG2461
 PG2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ3789985817(NAD 83)
 PG2461
 PG2461|---------------------------------------------------------------------|
 PG2461| PID    Reference Object                     Distance      Geod. Az  |
 PG2461|                                                           dddmmss.s |
 PG2461| PG2449 MONUMENT 638B                       312.628 METERS 08847     |
 PG2461| PG2462 MONUMENT 639A                       APPROX. 1.6 KM 2684718.6 |
 PG2461|---------------------------------------------------------------------|
 PG2461
 PG2461                          SUPERSEDED SURVEY CONTROL
 PG2461
 PG2461  NAD 83(1996)-  45 00 44.63417(N)    073 14 59.88621(W) AD(       ) 3
 PG2461  NAD 83(1992)-  45 00 44.63289(N)    073 14 59.88508(W) AD(       ) 3
 PG2461  NAD 83(1986)-  45 00 44.64123(N)    073 14 59.88653(W) AD(       ) 3
 PG2461  NAD 27      -  45 00 44.50458(N)    073 15 01.44724(W) AD(       ) 3
 PG2461  NGVD 29 (07/19/86)   37.     (m)          121.     (f) VERT ANG       
 PG2461
 PG2461.Superseded values are not recommended for survey control.
 PG2461
 PG2461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2461.See file dsdata.pdf to determine how the superseded data were derived.
 PG2461
 PG2461_MARKER: Z = SEE DESCRIPTION
 PG2461_SETTING: 0 = UNSPECIFIED SETTING
 PG2461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG2461
 PG2461  HISTORY     - Date     Condition        Report By
 PG2461  HISTORY     - 1907     MONUMENTED       IBC
 PG2461
 PG2461                          STATION DESCRIPTION
 PG2461
 PG2461'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1907
 PG2461'STATION MARK--A CAST-IRON POST ABOUT 38 INCHES HIGH SET IN A
 PG2461'CONCRETE BASE 3X3X3 FEET DEEP.
 PG2461'
 PG2461'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2489 ***********************************************************************
 PG2489  DESIGNATION -  MONUMENT 644
 PG2489  PID         -  PG2489
 PG2489  STATE/COUNTY-  PQ/LE HAUT RICHELIEU
 PG2489  COUNTRY     -  CANADA
 PG2489  NTS MAPSHEET-  LACOLLE (2020)
 PG2489
 PG2489                         *CURRENT SURVEY CONTROL
 PG2489  ______________________________________________________________________
 PG2489* NAD 83(1996) POSITION- 45 00 39.01970(N) 073 20 06.09498(W)   ADJUSTED
 PG2489* NAVD 88 ORTHO HEIGHT -    32.    (meters)      105.    (feet) VERTCON
 PG2489  ______________________________________________________________________
 PG2489  GEOID HEIGHT    -        -30.207 (meters)                     EGM08
 PG2489  HORZ ORDER      -  SECOND
 PG2489
 PG2489.The positional and height information provided upon this datasheet are not
 PG2489.officially recognized by the Government of Canada, provincial governments
 PG2489.within Canada, nor are they intended to replace or substitute for them.
 PG2489.The intent of sharing this data is to allow access to positions or heights
 PG2489.recognized by the United States Government. Passive control that is used by
 PG2489.both nations may share the same or similar designations or descriptions but
 PG2489.do not share official positions or heights. The 'Station Description' may
 PG2489.originate from a Canadian 'Station Report' and if so contains information
 PG2489.licensed under the 'Open Government License - Canada'.
 PG2489
 PG2489.The horizontal coordinates were established by classical geodetic methods
 PG2489.and adjusted by the National Geodetic Survey in January 1999.
 PG2489
 PG2489.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2489
 PG2489.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2489
 PG2489.Click photographs - Photos may exist for this station.
 PG2489
 PG2489. The following values were computed from the NAD 83(1996) position.
 PG2489
 PG2489;                    North         East     Units Scale Factor Converg.
 PG2489;UTM  18      - 4,985,502.857   631,200.667   MT  0.99981166   +1 10 39.7
 PG2489
 PG2489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2489!UTM  18      -   0.99999974  x   0.99981166  =   0.99981140
 PG2489
 PG2489_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ3120085502(NAD 83)
 PG2489
 PG2489                          SUPERSEDED SURVEY CONTROL
 PG2489
 PG2489  NAD 83(1992)-  45 00 39.01864(N)    073 20 06.09377(W) AD(       ) 2
 PG2489  NAD 83(1986)-  45 00 39.02689(N)    073 20 06.09553(W) AD(       ) 2
 PG2489  NAD 27      -  45 00 38.88500(N)    073 20 07.63200(W) AD(       ) 2
 PG2489  NGVD 29 (07/19/86)   32.     (m)          105.     (f) VERT ANG       
 PG2489
 PG2489.Superseded values are not recommended for survey control.
 PG2489
 PG2489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2489.See file dsdata.pdf to determine how the superseded data were derived.
 PG2489
 PG2489_MARKER: Z = SEE DESCRIPTION
 PG2489_SETTING: 0 = UNSPECIFIED SETTING
 PG2489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG2489
 PG2489  HISTORY     - Date     Condition        Report By
 PG2489  HISTORY     - 1845     MONUMENTED       IBC
 PG2489  HISTORY     - 1970     POOR             IBC
 PG2489  HISTORY     - 1980     GOOD             IBC
 PG2489
 PG2489                          STATION DESCRIPTION
 PG2489
 PG2489'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 PG2489'STATION MARK--A SPECIAL-TYPE CAST-IRON POST ABOUT 65 INCHES HIGH
 PG2489'SET IN A CONCRETE BASE 5X5X5 FEET DEEP.
 PG2489'
 PG2489'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 PG2489
 PG2489                          STATION RECOVERY (1970)
 PG2489
 PG2489'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1970 (NP)
 PG2489'REPAIR WORK WAS CARRIED OUT ON MONUMENT IN 1970.
 PG2489
 PG2489                          STATION RECOVERY (1980)
 PG2489
 PG2489'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (DD)
 PG2489'MONUMENT WAS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2483 ***********************************************************************
 PG2483  DESIGNATION -  MONUMENT 645
 PG2483  PID         -  PG2483
 PG2483  STATE/COUNTY-  PQ/LE HAUT RICHELIEU
 PG2483  COUNTRY     -  CANADA
 PG2483  NTS MAPSHEET-  LACOLLE (2020)
 PG2483
 PG2483                         *CURRENT SURVEY CONTROL
 PG2483  ______________________________________________________________________
 PG2483* NAD 83(1996) POSITION- 45 00 38.08260(N) 073 21 04.86826(W)   ADJUSTED
 PG2483* NAVD 88 ORTHO HEIGHT -    32.    (meters)      105.    (feet) SCALED
 PG2483  ______________________________________________________________________
 PG2483  GEOID HEIGHT    -        -30.202 (meters)                     EGM08
 PG2483  HORZ ORDER      -  THIRD
 PG2483
 PG2483.The positional and height information provided upon this datasheet are not
 PG2483.officially recognized by the Government of Canada, provincial governments
 PG2483.within Canada, nor are they intended to replace or substitute for them.
 PG2483.The intent of sharing this data is to allow access to positions or heights
 PG2483.recognized by the United States Government. Passive control that is used by
 PG2483.both nations may share the same or similar designations or descriptions but
 PG2483.do not share official positions or heights. The 'Station Description' may
 PG2483.originate from a Canadian 'Station Report' and if so contains information
 PG2483.licensed under the 'Open Government License - Canada'.
 PG2483
 PG2483.The horizontal coordinates were established by classical geodetic methods
 PG2483.and adjusted by the National Geodetic Survey in January 1999.
 PG2483
 PG2483.The orthometric height was scaled from a topographic map.
 PG2483
 PG2483.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2483
 PG2483.Click photographs - Photos may exist for this station.
 PG2483
 PG2483. The following values were computed from the NAD 83(1996) position.
 PG2483
 PG2483;                    North         East     Units Scale Factor Converg.
 PG2483;UTM  18      - 4,985,447.623   629,914.767   MT  0.99980753   +1 09 58.1
 PG2483
 PG2483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2483!UTM  18      -   0.99999974  x   0.99980753  =   0.99980727
 PG2483
 PG2483:                Primary Azimuth Mark                     Grid Az
 PG2483:UTM  18      -  MONUMENT 644                             087 32 25.7
 PG2483
 PG2483_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ2991485447(NAD 83)
 PG2483
 PG2483|---------------------------------------------------------------------|
 PG2483| PID    Reference Object                     Distance      Geod. Az  |
 PG2483|                                                           dddmmss.s |
 PG2483| PG2489 MONUMENT 644                        APPROX. 1.3 KM 0884223.8 |
 PG2483| PG2484 MONUMENT 645A                       132.376 METERS 26859     |
 PG2483|---------------------------------------------------------------------|
 PG2483
 PG2483                          SUPERSEDED SURVEY CONTROL
 PG2483
 PG2483  NAD 83(1996)-  45 00 38.08259(N)    073 21 04.86826(W) AD(       ) 3
 PG2483  NAD 83(1992)-  45 00 38.08155(N)    073 21 04.86705(W) AD(       ) 3
 PG2483  NAD 83(1986)-  45 00 38.08978(N)    073 21 04.86814(W) AD(       ) 3
 PG2483  NAD 27      -  45 00 37.94650(N)    073 21 06.40285(W) AD(       ) 3
 PG2483
 PG2483.Superseded values are not recommended for survey control.
 PG2483
 PG2483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2483.See file dsdata.pdf to determine how the superseded data were derived.
 PG2483
 PG2483_MARKER: Z = SEE DESCRIPTION
 PG2483_SETTING: 0 = UNSPECIFIED SETTING
 PG2483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG2483
 PG2483  HISTORY     - Date     Condition        Report By
 PG2483  HISTORY     - 1845     MONUMENTED       IBC
 PG2483  HISTORY     - 1907     MARK NOT FOUND   IBC
 PG2483
 PG2483                          STATION DESCRIPTION
 PG2483
 PG2483'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 PG2483'STATION MARK--A CAST-IRON POST ABOUT 38 INCHES HIGH SET IN A
 PG2483'CONCRETE BASE 3X3X3 FEET DEEP.
 PG2483'
 PG2483'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 PG2483
 PG2483                          STATION RECOVERY (1907)
 PG2483
 PG2483'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1907 (XXX)
 PG2483'MONUMENT WAS NOT RECOVERED IN 1907.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2484 ***********************************************************************
 PG2484  DESIGNATION -  MONUMENT 645A
 PG2484  PID         -  PG2484
 PG2484  STATE/COUNTY-  PQ/LE HAUT RICHELIEU
 PG2484  COUNTRY     -  CANADA
 PG2484  NTS MAPSHEET-  LACOLLE (2020)
 PG2484
 PG2484                         *CURRENT SURVEY CONTROL
 PG2484  ______________________________________________________________________
 PG2484* NAD 83(1996) POSITION- 45 00 38.00644(N) 073 21 10.91247(W)   ADJUSTED
 PG2484* NAVD 88 ORTHO HEIGHT -    29.2   (meters)       96.    (feet) VERTCON
 PG2484  ______________________________________________________________________
 PG2484  GEOID HEIGHT    -        -30.202 (meters)                     EGM08
 PG2484  HORZ ORDER      -  THIRD
 PG2484
 PG2484.The positional and height information provided upon this datasheet are not
 PG2484.officially recognized by the Government of Canada, provincial governments
 PG2484.within Canada, nor are they intended to replace or substitute for them.
 PG2484.The intent of sharing this data is to allow access to positions or heights
 PG2484.recognized by the United States Government. Passive control that is used by
 PG2484.both nations may share the same or similar designations or descriptions but
 PG2484.do not share official positions or heights. The 'Station Description' may
 PG2484.originate from a Canadian 'Station Report' and if so contains information
 PG2484.licensed under the 'Open Government License - Canada'.
 PG2484
 PG2484.The horizontal coordinates were established by classical geodetic methods
 PG2484.and adjusted by the National Geodetic Survey in January 1999.
 PG2484
 PG2484.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2484
 PG2484.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2484
 PG2484.Click photographs - Photos may exist for this station.
 PG2484
 PG2484. The following values were computed from the NAD 83(1996) position.
 PG2484
 PG2484;                    North         East     Units Scale Factor Converg.
 PG2484;UTM  18      - 4,985,442.581   629,782.512   MT  0.99980711   +1 09 53.9
 PG2484
 PG2484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2484!UTM  18      -   1.00000016  x   0.99980711  =   0.99980727
 PG2484
 PG2484:                Primary Azimuth Mark                     Grid Az
 PG2484:UTM  18      -  MON.644 ECC                              087 53 44.9
 PG2484
 PG2484_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ2978285442(NAD 83)
 PG2484
 PG2484|---------------------------------------------------------------------|
 PG2484| PID    Reference Object                     Distance      Geod. Az  |
 PG2484|                                                           dddmmss.s |
 PG2484| PG2482 MON.644 ECC                         APPROX. 1.4 KM 0890338.8 |
 PG2484| PG2491 MONUMENT 646                        396.563 METERS 26859     |
 PG2484|---------------------------------------------------------------------|
 PG2484
 PG2484                          SUPERSEDED SURVEY CONTROL
 PG2484
 PG2484  NAD 83(1996)-  45 00 38.00643(N)    073 21 10.91248(W) AD(       ) 3
 PG2484  NAD 83(1992)-  45 00 38.00539(N)    073 21 10.91127(W) AD(       ) 3
 PG2484  NAD 83(1986)-  45 00 38.01362(N)    073 21 10.91237(W) AD(       ) 3
 PG2484  NAD 27      -  45 00 37.87021(N)    073 21 12.44646(W) AD(       ) 3
 PG2484  NGVD 29 (07/19/86)   29.3    (m)           96.     (f) VERT ANG       
 PG2484
 PG2484.Superseded values are not recommended for survey control.
 PG2484
 PG2484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2484.See file dsdata.pdf to determine how the superseded data were derived.
 PG2484
 PG2484_MARKER: Z = SEE DESCRIPTION
 PG2484_SETTING: 0 = UNSPECIFIED SETTING
 PG2484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG2484
 PG2484  HISTORY     - Date     Condition        Report By
 PG2484  HISTORY     - 1907     MONUMENTED       IBC
 PG2484  HISTORY     - 1942     POOR             IBC
 PG2484
 PG2484                          STATION DESCRIPTION
 PG2484
 PG2484'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1907
 PG2484'STATION MARK--A SPECIAL-TYPE CONCRETE POST ABOUT 84 INCHES HIGH
 PG2484'SET IN A CONCRETE BASE 5X5X5 FEET DEEP.
 PG2484
 PG2484                          STATION RECOVERY (1942)
 PG2484
 PG2484'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1942 (DFC)
 PG2484'COMPLETELY REBUILT WITH STANDARD CAST-IRON POST IN 1942.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2491 ***********************************************************************
 PG2491  DESIGNATION -  MONUMENT 646
 PG2491  PID         -  PG2491
 PG2491  STATE/COUNTY-  PQ/LE HAUT RICHELIEU
 PG2491  COUNTRY     -  CANADA
 PG2491  NTS MAPSHEET-  LACOLLE (2020)
 PG2491
 PG2491                         *CURRENT SURVEY CONTROL
 PG2491  ______________________________________________________________________
 PG2491* NAD 83(1996) POSITION- 45 00 37.77700(N) 073 21 29.01923(W)   ADJUSTED
 PG2491* NAVD 88 ORTHO HEIGHT -    30.6   (meters)      100.    (feet) VERTCON
 PG2491  ______________________________________________________________________
 PG2491  GEOID HEIGHT    -        -30.200 (meters)                     EGM08
 PG2491  HORZ ORDER      -  SECOND
 PG2491
 PG2491.The positional and height information provided upon this datasheet are not
 PG2491.officially recognized by the Government of Canada, provincial governments
 PG2491.within Canada, nor are they intended to replace or substitute for them.
 PG2491.The intent of sharing this data is to allow access to positions or heights
 PG2491.recognized by the United States Government. Passive control that is used by
 PG2491.both nations may share the same or similar designations or descriptions but
 PG2491.do not share official positions or heights. The 'Station Description' may
 PG2491.originate from a Canadian 'Station Report' and if so contains information
 PG2491.licensed under the 'Open Government License - Canada'.
 PG2491
 PG2491.The horizontal coordinates were established by classical geodetic methods
 PG2491.and adjusted by the National Geodetic Survey in January 1999.
 PG2491
 PG2491.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2491
 PG2491.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2491
 PG2491.Click photographs - Photos may exist for this station.
 PG2491
 PG2491. The following values were computed from the NAD 83(1996) position.
 PG2491
 PG2491;                    North         East     Units Scale Factor Converg.
 PG2491;UTM  18      - 4,985,427.454   629,386.314   MT  0.99980585   +1 09 41.0
 PG2491
 PG2491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2491!UTM  18      -   0.99999994  x   0.99980585  =   0.99980579
 PG2491
 PG2491_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ2938685427(NAD 83)
 PG2491
 PG2491|---------------------------------------------------------------------|
 PG2491| PID    Reference Object                     Distance      Geod. Az  |
 PG2491|                                                           dddmmss.s |
 PG2491| PG2484 MONUMENT 645A                       396.563 METERS 08858     |
 PG2491|---------------------------------------------------------------------|
 PG2491
 PG2491                          SUPERSEDED SURVEY CONTROL
 PG2491
 PG2491  NAD 83(1996)-  45 00 37.77699(N)    073 21 29.01925(W) AD(       ) 2
 PG2491  NAD 83(1992)-  45 00 37.77596(N)    073 21 29.01806(W) AD(       ) 2
 PG2491  NAD 83(1986)-  45 00 37.78417(N)    073 21 29.01983(W) AD(       ) 2
 PG2491  NAD 27      -  45 00 37.64069(N)    073 21 30.54544(W) AD(       ) 2
 PG2491  USSD        -  45 00 37.95000(N)    073 21 30.86000(W) AD(       ) 3
 PG2491  NGVD 29 (07/19/86)   30.7    (m)          101.     (f) VERT ANG       
 PG2491
 PG2491.Superseded values are not recommended for survey control.
 PG2491
 PG2491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2491.See file dsdata.pdf to determine how the superseded data were derived.
 PG2491
 PG2491_MARKER: Z = SEE DESCRIPTION
 PG2491_SETTING: 0 = UNSPECIFIED SETTING
 PG2491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG2491
 PG2491  HISTORY     - Date     Condition        Report By
 PG2491  HISTORY     - 1845     MONUMENTED       IBC
 PG2491  HISTORY     - 1942     POOR             IBC
 PG2491  HISTORY     - 1980     GOOD             IBC
 PG2491
 PG2491                          STATION DESCRIPTION
 PG2491
 PG2491'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 PG2491'STATION MARK--A SPECIAL-TYPE GRANITE POST ABOUT 80 INCHES HIGH
 PG2491'SET IN A CONCRETE BASE 5X5X5 FEET DEEP ENCLOSED BY A FENCE.
 PG2491
 PG2491                          STATION RECOVERY (1942)
 PG2491
 PG2491'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1942 (DFC)
 PG2491'MONUMENT WAS COMPLETELY REBUILT IN 1942.
 PG2491
 PG2491                          STATION RECOVERY (1980)
 PG2491
 PG2491'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (DD)
 PG2491'MONUMENT WAS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2493 ***********************************************************************
 PG2493  DESIGNATION -  MONUMENT 647
 PG2493  PID         -  PG2493
 PG2493  STATE/COUNTY-  PQ/LE HAUT RICHELIEU
 PG2493  COUNTRY     -  CANADA
 PG2493  NTS MAPSHEET-  LACOLLE (2020)
 PG2493
 PG2493                         *CURRENT SURVEY CONTROL
 PG2493  ______________________________________________________________________
 PG2493* NAD 83(1996) POSITION- 45 00 37.17618(N) 073 22 16.48724(W)   ADJUSTED
 PG2493* NAVD 88 ORTHO HEIGHT -    34.6   (meters)      114.    (feet) VERTCON
 PG2493  ______________________________________________________________________
 PG2493  GEOID HEIGHT    -        -30.196 (meters)                     EGM08
 PG2493  HORZ ORDER      -  SECOND
 PG2493
 PG2493.The positional and height information provided upon this datasheet are not
 PG2493.officially recognized by the Government of Canada, provincial governments
 PG2493.within Canada, nor are they intended to replace or substitute for them.
 PG2493.The intent of sharing this data is to allow access to positions or heights
 PG2493.recognized by the United States Government. Passive control that is used by
 PG2493.both nations may share the same or similar designations or descriptions but
 PG2493.do not share official positions or heights. The 'Station Description' may
 PG2493.originate from a Canadian 'Station Report' and if so contains information
 PG2493.licensed under the 'Open Government License - Canada'.
 PG2493
 PG2493.The horizontal coordinates were established by classical geodetic methods
 PG2493.and adjusted by the National Geodetic Survey in January 1999.
 PG2493
 PG2493.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2493
 PG2493.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2493
 PG2493.Click photographs - Photos may exist for this station.
 PG2493
 PG2493. The following values were computed from the NAD 83(1996) position.
 PG2493
 PG2493;                    North         East     Units Scale Factor Converg.
 PG2493;UTM  18      - 4,985,387.934   628,347.653   MT  0.99980256   +1 09 07.4
 PG2493
 PG2493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2493!UTM  18      -   0.99999932  x   0.99980256  =   0.99980188
 PG2493
 PG2493:                Primary Azimuth Mark                     Grid Az
 PG2493:UTM  18      -  MONUMENT 646                             087 49 15.7
 PG2493
 PG2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ2834785387(NAD 83)
 PG2493
 PG2493|---------------------------------------------------------------------|
 PG2493| PID    Reference Object                     Distance      Geod. Az  |
 PG2493|                                                           dddmmss.s |
 PG2493| PG2491 MONUMENT 646                        APPROX. 1.0 KM 0885823.1 |
 PG2493| PG2495 MONUMENT 648                        405.997 METERS 2685935.5 |
 PG2493|---------------------------------------------------------------------|
 PG2493
 PG2493                          SUPERSEDED SURVEY CONTROL
 PG2493
 PG2493  NAD 83(1996)-  45 00 37.17616(N)    073 22 16.48728(W) AD(       ) 2
 PG2493  NAD 83(1992)-  45 00 37.17515(N)    073 22 16.48611(W) AD(       ) 2
 PG2493  NAD 83(1986)-  45 00 37.18333(N)    073 22 16.48789(W) AD(       ) 2
 PG2493  NAD 27      -  45 00 37.04000(N)    073 22 17.99900(W) AD(       ) 2
 PG2493  USSD        -  45 00 37.36000(N)    073 22 18.32000(W) AD(       ) 3
 PG2493  NGVD 29 (07/19/86)   34.7    (m)          114.     (f) VERT ANG       
 PG2493
 PG2493.Superseded values are not recommended for survey control.
 PG2493
 PG2493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2493.See file dsdata.pdf to determine how the superseded data were derived.
 PG2493
 PG2493_MARKER: Z = SEE DESCRIPTION
 PG2493_SETTING: 0 = UNSPECIFIED SETTING
 PG2493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG2493
 PG2493  HISTORY     - Date     Condition        Report By
 PG2493  HISTORY     - 1845     MONUMENTED       IBC
 PG2493  HISTORY     - 1980     GOOD             IBC
 PG2493
 PG2493                          STATION DESCRIPTION
 PG2493
 PG2493'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 PG2493'STATION MARK--A GRANITE POST ABOUT 60 INCHES HIGH SET IN A
 PG2493'CONCRETE BASE 3X3X5 FEET DEEP.
 PG2493'
 PG2493'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 PG2493
 PG2493                          STATION RECOVERY (1980)
 PG2493
 PG2493'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (DD)
 PG2493'MONUMENT WAS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2152 ***********************************************************************
 PG2152  DESIGNATION -  MONUMENT 697
 PG2152  PID         -  PG2152
 PG2152  STATE/COUNTY-  PQ/LE HAUT SAINT LAURENT
 PG2152  COUNTRY     -  CANADA
 PG2152  NTS MAPSHEET-  031A13 (2020)
 PG2152
 PG2152                         *CURRENT SURVEY CONTROL
 PG2152  ______________________________________________________________________
 PG2152* NAD 83(1996) POSITION- 44 59 59.67174(N) 073 54 46.50142(W)   ADJUSTED
 PG2152* NAVD 88 ORTHO HEIGHT -   305.6   (meters)     1003.    (feet) VERTCON
 PG2152  ______________________________________________________________________
 PG2152  GEOID HEIGHT    -        -29.767 (meters)                     EGM08
 PG2152  HORZ ORDER      -  THIRD
 PG2152
 PG2152.The positional and height information provided upon this datasheet are not
 PG2152.officially recognized by the Government of Canada, provincial governments
 PG2152.within Canada, nor are they intended to replace or substitute for them.
 PG2152.The intent of sharing this data is to allow access to positions or heights
 PG2152.recognized by the United States Government. Passive control that is used by
 PG2152.both nations may share the same or similar designations or descriptions but
 PG2152.do not share official positions or heights. The 'Station Description' may
 PG2152.originate from a Canadian 'Station Report' and if so contains information
 PG2152.licensed under the 'Open Government License - Canada'.
 PG2152
 PG2152.The horizontal coordinates were established by classical geodetic methods
 PG2152.and adjusted by the National Geodetic Survey in January 1999.
 PG2152
 PG2152.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2152
 PG2152.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2152
 PG2152.Click photographs - Photos may exist for this station.
 PG2152
 PG2152. The following values were computed from the NAD 83(1996) position.
 PG2152
 PG2152;                    North         East     Units Scale Factor Converg.
 PG2152;UTM  18      - 4,983,515.041   585,678.908   MT  0.99969026   +0 46 07.4
 PG2152
 PG2152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2152!UTM  18      -   0.99995675  x   0.99969026  =   0.99964702
 PG2152
 PG2152:                Primary Azimuth Mark                     Grid Az
 PG2152:UTM  18      -  MONUMENT 696                             086 20 09.7
 PG2152
 PG2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ8567883515(NAD 83)
 PG2152
 PG2152|---------------------------------------------------------------------|
 PG2152| PID    Reference Object                     Distance      Geod. Az  |
 PG2152|                                                           dddmmss.s |
 PG2152| PG2590 MONUMENT 696                        APPROX. 0.8 KM 0870617.1 |
 PG2152| PG2153 MON.697 ECC                         374.284 METERS 26705     |
 PG2152|---------------------------------------------------------------------|
 PG2152
 PG2152                          SUPERSEDED SURVEY CONTROL
 PG2152
 PG2152  NAD 83(1996)-  44 59 59.67169(N)    073 54 46.50449(W) AD(       ) 3
 PG2152  NAD 83(1992)-  44 59 59.67167(N)    073 54 46.50434(W) AD(       ) 3
 PG2152  NAD 83(1986)-  44 59 59.67234(N)    073 54 46.50341(W) AD(       ) 3
 PG2152  NAD 27      -  44 59 59.51334(N)    073 54 47.96184(W) AD(       ) 3
 PG2152  USSD        -  45 00 00.03000(N)    073 54 48.21000(W) AD(       ) 3
 PG2152  NGVD 29 (07/19/86)  305.7    (m)         1003.     (f) VERT ANG       
 PG2152
 PG2152.Superseded values are not recommended for survey control.
 PG2152
 PG2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2152.See file dsdata.pdf to determine how the superseded data were derived.
 PG2152
 PG2152_MARKER: 71 = BOUNDARY MONUMENT
 PG2152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG2152
 PG2152  HISTORY     - Date     Condition        Report By
 PG2152  HISTORY     - 1845     FIRST OBSERVED   IBC
 PG2152  HISTORY     - 1970     POOR             IBC
 PG2152
 PG2152                          STATION DESCRIPTION
 PG2152
 PG2152'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 PG2152'STATION MARK--A GRANITE POST ABOUT 60 INCHES HIGH SET IN A
 PG2152'CONCRETE BASE 3X3X5 FEET DEEP.
 PG2152'
 PG2152'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 PG2152
 PG2152                          STATION RECOVERY (1970)
 PG2152
 PG2152'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1970 (HGD)
 PG2152'REPAIR WORK WAS CARRIED OUT ON MONUMENT IN 1970.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2154 ***********************************************************************
 PG2154  DESIGNATION -  MONUMENT 698
 PG2154  PID         -  PG2154
 PG2154  STATE/COUNTY-  PQ/LE HAUT SAINT LAURENT
 PG2154  COUNTRY     -  CANADA
 PG2154  NTS MAPSHEET-  031A13 (2020)
 PG2154
 PG2154                         *CURRENT SURVEY CONTROL
 PG2154  ______________________________________________________________________
 PG2154* NAD 83(1996) POSITION- 44 59 58.56025(N) 073 55 17.37016(W)   ADJUSTED
 PG2154* NAVD 88 ORTHO HEIGHT -   295.5   (meters)      969.    (feet) VERTCON
 PG2154  ______________________________________________________________________
 PG2154  GEOID HEIGHT    -        -29.768 (meters)                     EGM08
 PG2154  HORZ ORDER      -  THIRD
 PG2154
 PG2154.The positional and height information provided upon this datasheet are not
 PG2154.officially recognized by the Government of Canada, provincial governments
 PG2154.within Canada, nor are they intended to replace or substitute for them.
 PG2154.The intent of sharing this data is to allow access to positions or heights
 PG2154.recognized by the United States Government. Passive control that is used by
 PG2154.both nations may share the same or similar designations or descriptions but
 PG2154.do not share official positions or heights. The 'Station Description' may
 PG2154.originate from a Canadian 'Station Report' and if so contains information
 PG2154.licensed under the 'Open Government License - Canada'.
 PG2154
 PG2154.The horizontal coordinates were established by classical geodetic methods
 PG2154.and adjusted by the National Geodetic Survey in January 1999.
 PG2154
 PG2154.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2154
 PG2154.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2154
 PG2154.Click photographs - Photos may exist for this station.
 PG2154
 PG2154. The following values were computed from the NAD 83(1996) position.
 PG2154
 PG2154;                    North         East     Units Scale Factor Converg.
 PG2154;UTM  18      - 4,983,471.711   585,003.550   MT  0.99968885   +0 45 45.6
 PG2154
 PG2154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2154!UTM  18      -   0.99995833  x   0.99968885  =   0.99964720
 PG2154
 PG2154:                Primary Azimuth Mark                     Grid Az
 PG2154:UTM  18      -  MONUMENT 699                             266 21 01.4
 PG2154
 PG2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ8500383471(NAD 83)
 PG2154
 PG2154|---------------------------------------------------------------------|
 PG2154| PID    Reference Object                     Distance      Geod. Az  |
 PG2154|                                                           dddmmss.s |
 PG2154| PG2153 MON.697 ECC                         302.673 METERS 08707     |
 PG2154| PG2156 MONUMENT 699                        APPROX. 0.8 KM 2670647.0 |
 PG2154|---------------------------------------------------------------------|
 PG2154
 PG2154                          SUPERSEDED SURVEY CONTROL
 PG2154
 PG2154  NAD 83(1996)-  44 59 58.56026(N)    073 55 17.37347(W) AD(       ) 3
 PG2154  NAD 83(1992)-  44 59 58.56023(N)    073 55 17.37339(W) AD(       ) 3
 PG2154  NAD 83(1986)-  44 59 58.56078(N)    073 55 17.37241(W) AD(       ) 3
 PG2154  NAD 27      -  44 59 58.40000(N)    073 55 18.83000(W) AD(       ) 3
 PG2154  USSD        -  44 59 58.91000(N)    073 55 19.08000(W) AD(       ) 3
 PG2154  NGVD 29 (07/19/86)  295.6    (m)          970.     (f) VERT ANG       
 PG2154
 PG2154.Superseded values are not recommended for survey control.
 PG2154
 PG2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2154.See file dsdata.pdf to determine how the superseded data were derived.
 PG2154
 PG2154_MARKER: 71 = BOUNDARY MONUMENT
 PG2154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG2154
 PG2154  HISTORY     - Date     Condition        Report By
 PG2154  HISTORY     - 1845     FIRST OBSERVED   IBC
 PG2154
 PG2154                          STATION DESCRIPTION
 PG2154
 PG2154'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 PG2154'STATION MARK--A GRANITE POST ABOUT 60 INCHES HIGH SET IN A
 PG2154'CONCRETE BASE 3X3X5 FEET DEEP.
 PG2154'
 PG2154'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2156 ***********************************************************************
 PG2156  DESIGNATION -  MONUMENT 699
 PG2156  PID         -  PG2156
 PG2156  STATE/COUNTY-  PQ/LE HAUT SAINT LAURENT
 PG2156  COUNTRY     -  CANADA
 PG2156  NTS MAPSHEET-  031A13 (2020)
 PG2156
 PG2156                         *CURRENT SURVEY CONTROL
 PG2156  ______________________________________________________________________
 PG2156* NAD 83(1996) POSITION- 44 59 57.19673(N) 073 55 55.42994(W)   ADJUSTED
 PG2156* NAVD 88 ORTHO HEIGHT -   280.0   (meters)      919.    (feet) VERTCON
 PG2156  ______________________________________________________________________
 PG2156  GEOID HEIGHT    -        -29.769 (meters)                     EGM08
 PG2156  HORZ ORDER      -  THIRD
 PG2156
 PG2156.The positional and height information provided upon this datasheet are not
 PG2156.officially recognized by the Government of Canada, provincial governments
 PG2156.within Canada, nor are they intended to replace or substitute for them.
 PG2156.The intent of sharing this data is to allow access to positions or heights
 PG2156.recognized by the United States Government. Passive control that is used by
 PG2156.both nations may share the same or similar designations or descriptions but
 PG2156.do not share official positions or heights. The 'Station Description' may
 PG2156.originate from a Canadian 'Station Report' and if so contains information
 PG2156.licensed under the 'Open Government License - Canada'.
 PG2156
 PG2156.The horizontal coordinates were established by classical geodetic methods
 PG2156.and adjusted by the National Geodetic Survey in January 1999.
 PG2156
 PG2156.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2156
 PG2156.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2156
 PG2156.Click photographs - Photos may exist for this station.
 PG2156
 PG2156. The following values were computed from the NAD 83(1996) position.
 PG2156
 PG2156;                    North         East     Units Scale Factor Converg.
 PG2156;UTM  18      - 4,983,418.599   584,170.851   MT  0.99968711   +0 45 18.6
 PG2156
 PG2156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2156!UTM  18      -   0.99996077  x   0.99968711  =   0.99964789
 PG2156
 PG2156:                Primary Azimuth Mark                     Grid Az
 PG2156:UTM  18      -  MON.699 ECC                              265 43 08.6
 PG2156
 PG2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ8417083418(NAD 83)
 PG2156
 PG2156|---------------------------------------------------------------------|
 PG2156| PID    Reference Object                     Distance      Geod. Az  |
 PG2156|                                                           dddmmss.s |
 PG2156| PG2155 MON 699 RMA                          33.683 METERS 04003     |
 PG2156| PG2158 MON.699 ECC                         APPROX. 0.6 KM 2662827.2 |
 PG2156|---------------------------------------------------------------------|
 PG2156
 PG2156                          SUPERSEDED SURVEY CONTROL
 PG2156
 PG2156  NAD 83(1996)-  44 59 57.19681(N)    073 55 55.43338(W) AD(       ) 3
 PG2156  NAD 83(1992)-  44 59 57.19679(N)    073 55 55.43332(W) AD(       ) 3
 PG2156  NAD 83(1986)-  44 59 57.19719(N)    073 55 55.43229(W) AD(       ) 3
 PG2156  NAD 27      -  44 59 57.03480(N)    073 55 56.89697(W) AD(       ) 3
 PG2156  USSD        -  44 59 57.54000(N)    073 55 57.15000(W) AD(       ) 3
 PG2156  NGVD 29 (07/19/86)  280.1    (m)          919.     (f) VERT ANG       
 PG2156
 PG2156.Superseded values are not recommended for survey control.
 PG2156
 PG2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2156.See file dsdata.pdf to determine how the superseded data were derived.
 PG2156
 PG2156_MARKER: 71 = BOUNDARY MONUMENT
 PG2156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG2156
 PG2156  HISTORY     - Date     Condition        Report By
 PG2156  HISTORY     - 1845     FIRST OBSERVED   IBC
 PG2156  HISTORY     - 1970     POOR             IBC
 PG2156
 PG2156                          STATION DESCRIPTION
 PG2156
 PG2156'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 PG2156'STATION MARK--A GRANITE POST ABOUT 60 INCHES HIGH SET IN A
 PG2156'CONCRETE BASE 3X3X5 FEET DEEP.
 PG2156'
 PG2156'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 PG2156
 PG2156                          STATION RECOVERY (1970)
 PG2156
 PG2156'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1970 (HGD)
 PG2156'REPAIR WORK WAS CARRIED OUT ON MONUMENT IN 1970.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2159 ***********************************************************************
 PG2159  DESIGNATION -  MONUMENT 699A
 PG2159  PID         -  PG2159
 PG2159  STATE/COUNTY-  PQ/LE HAUT SAINT LAURENT
 PG2159  COUNTRY     -  CANADA
 PG2159  NTS MAPSHEET-  031A13 (2020)
 PG2159
 PG2159                         *CURRENT SURVEY CONTROL
 PG2159  ______________________________________________________________________
 PG2159* NAD 83(1996) POSITION- 44 59 56.26049(N) 073 56 21.43778(W)   ADJUSTED
 PG2159* NAVD 88 ORTHO HEIGHT -   266.1   (meters)      873.    (feet) VERTCON
 PG2159  ______________________________________________________________________
 PG2159  GEOID HEIGHT    -        -29.770 (meters)                     EGM08
 PG2159  HORZ ORDER      -  THIRD
 PG2159
 PG2159.The positional and height information provided upon this datasheet are not
 PG2159.officially recognized by the Government of Canada, provincial governments
 PG2159.within Canada, nor are they intended to replace or substitute for them.
 PG2159.The intent of sharing this data is to allow access to positions or heights
 PG2159.recognized by the United States Government. Passive control that is used by
 PG2159.both nations may share the same or similar designations or descriptions but
 PG2159.do not share official positions or heights. The 'Station Description' may
 PG2159.originate from a Canadian 'Station Report' and if so contains information
 PG2159.licensed under the 'Open Government License - Canada'.
 PG2159
 PG2159.The horizontal coordinates were established by classical geodetic methods
 PG2159.and adjusted by the National Geodetic Survey in January 1999.
 PG2159
 PG2159.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2159
 PG2159.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2159
 PG2159.Click photographs - Photos may exist for this station.
 PG2159
 PG2159. The following values were computed from the NAD 83(1996) position.
 PG2159
 PG2159;                    North         East     Units Scale Factor Converg.
 PG2159;UTM  18      - 4,983,382.229   583,601.828   MT  0.99968594   +0 45 00.2
 PG2159
 PG2159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2159!UTM  18      -   0.99996294  x   0.99968594  =   0.99964890
 PG2159
 PG2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ8360183382(NAD 83)
 PG2159
 PG2159                          SUPERSEDED SURVEY CONTROL
 PG2159
 PG2159  NAD 83(1996)-  44 59 56.26055(N)    073 56 21.44121(W) AD(       ) 3
 PG2159  NAD 83(1992)-  44 59 56.26053(N)    073 56 21.44116(W) AD(       ) 3
 PG2159  NAD 83(1986)-  44 59 56.26089(N)    073 56 21.44020(W) AD(       ) 3
 PG2159  NAD 27      -  44 59 56.10000(N)    073 56 22.91000(W) AD(       ) 3
 PG2159  USSD        -  44 59 56.60000(N)    073 56 23.16000(W) AD(       ) 3
 PG2159  NGVD 29 (07/19/86)  266.2    (m)          873.     (f) VERT ANG       
 PG2159
 PG2159.Superseded values are not recommended for survey control.
 PG2159
 PG2159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2159.See file dsdata.pdf to determine how the superseded data were derived.
 PG2159
 PG2159_MARKER: 71 = BOUNDARY MONUMENT
 PG2159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG2159
 PG2159  HISTORY     - Date     Condition        Report By
 PG2159  HISTORY     - 1902     FIRST OBSERVED   IBC
 PG2159  HISTORY     - 1970     POOR             IBC
 PG2159
 PG2159                          STATION DESCRIPTION
 PG2159
 PG2159'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1902
 PG2159'STATION MARK--A GRANITE POST ABOUT 60 INCHES HIGH SET IN A
 PG2159'CONCRETE BASE 3X3X5 FEET DEEP.
 PG2159'
 PG2159'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 PG2159
 PG2159                          STATION RECOVERY (1970)
 PG2159
 PG2159'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1970 (HGD)
 PG2159'REPAIR WORK WAS CARRIED OUT ON MONUMENT IN 1970.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2160 ***********************************************************************
 PG2160  DESIGNATION -  MONUMENT 700
 PG2160  PID         -  PG2160
 PG2160  STATE/COUNTY-  PQ/LE HAUT SAINT LAURENT
 PG2160  COUNTRY     -  CANADA
 PG2160  NTS MAPSHEET-  031A13 (2020)
 PG2160
 PG2160                         *CURRENT SURVEY CONTROL
 PG2160  ______________________________________________________________________
 PG2160* NAD 83(1996) POSITION- 44 59 55.96880(N) 073 56 29.40791(W)   ADJUSTED
 PG2160* NAVD 88 ORTHO HEIGHT -   261.6   (meters)      858.    (feet) VERTCON
 PG2160  ______________________________________________________________________
 PG2160  GEOID HEIGHT    -        -29.770 (meters)                     EGM08
 PG2160  HORZ ORDER      -  THIRD
 PG2160
 PG2160.The positional and height information provided upon this datasheet are not
 PG2160.officially recognized by the Government of Canada, provincial governments
 PG2160.within Canada, nor are they intended to replace or substitute for them.
 PG2160.The intent of sharing this data is to allow access to positions or heights
 PG2160.recognized by the United States Government. Passive control that is used by
 PG2160.both nations may share the same or similar designations or descriptions but
 PG2160.do not share official positions or heights. The 'Station Description' may
 PG2160.originate from a Canadian 'Station Report' and if so contains information
 PG2160.licensed under the 'Open Government License - Canada'.
 PG2160
 PG2160.The horizontal coordinates were established by classical geodetic methods
 PG2160.and adjusted by the National Geodetic Survey in January 1999.
 PG2160
 PG2160.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2160
 PG2160.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2160
 PG2160.Click photographs - Photos may exist for this station.
 PG2160
 PG2160. The following values were computed from the NAD 83(1996) position.
 PG2160
 PG2160;                    North         East     Units Scale Factor Converg.
 PG2160;UTM  18      - 4,983,370.946   583,427.451   MT  0.99968558   +0 44 54.6
 PG2160
 PG2160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2160!UTM  18      -   0.99996365  x   0.99968558  =   0.99964924
 PG2160
 PG2160:                Primary Azimuth Mark                     Grid Az
 PG2160:UTM  18      -  MON 699 RMA                              084 29 39.6
 PG2160
 PG2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ8342783370(NAD 83)
 PG2160
 PG2160|---------------------------------------------------------------------|
 PG2160| PID    Reference Object                     Distance      Geod. Az  |
 PG2160|                                                           dddmmss.s |
 PG2160| PG2155 MON 699 RMA                         APPROX. 0.8 KM 0851434.2 |
 PG2160| PG2159 MONUMENT 699A                       174.796 METERS 08703     |
 PG2160|---------------------------------------------------------------------|
 PG2160
 PG2160                          SUPERSEDED SURVEY CONTROL
 PG2160
 PG2160  NAD 83(1996)-  44 59 55.96886(N)    073 56 29.41133(W) AD(       ) 3
 PG2160  NAD 83(1992)-  44 59 55.96884(N)    073 56 29.41128(W) AD(       ) 3
 PG2160  NAD 83(1986)-  44 59 55.96918(N)    073 56 29.41024(W) AD(       ) 3
 PG2160  NAD 27      -  44 59 55.80861(N)    073 56 30.87387(W) AD(       ) 3
 PG2160  USSD        -  44 59 56.31000(N)    073 56 31.11000(W) AD(       ) 3
 PG2160  NGVD 29 (07/19/86)  261.7    (m)          859.     (f) VERT ANG       
 PG2160
 PG2160.Superseded values are not recommended for survey control.
 PG2160
 PG2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2160.See file dsdata.pdf to determine how the superseded data were derived.
 PG2160
 PG2160_MARKER: 71 = BOUNDARY MONUMENT
 PG2160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG2160
 PG2160  HISTORY     - Date     Condition        Report By
 PG2160  HISTORY     - 1845     FIRST OBSERVED   IBC
 PG2160  HISTORY     - 1963     POOR             IBC
 PG2160  HISTORY     - 1973     POOR             IBC
 PG2160
 PG2160                          STATION DESCRIPTION
 PG2160
 PG2160'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 PG2160'STATION MARK--A GRANITE POST ABOUT 60 INCHES HIGH SET IN A
 PG2160'CONCRETE BASE 3X3X5 FEET DEEP.
 PG2160'
 PG2160'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 PG2160
 PG2160                          STATION RECOVERY (1963)
 PG2160
 PG2160'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963 (NWS)
 PG2160'REPAIR WORK WAS CARRIED OUT ON MONUMENT IN 1963.
 PG2160
 PG2160                          STATION RECOVERY (1973)
 PG2160
 PG2160'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1973 (NP)
 PG2160'MONUMENT WAS COMPLETELY REBUILT IN 1973.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2162 ***********************************************************************
 PG2162  DESIGNATION -  MONUMENT 701
 PG2162  PID         -  PG2162
 PG2162  STATE/COUNTY-  PQ/LE HAUT SAINT LAURENT
 PG2162  COUNTRY     -  CANADA
 PG2162  NTS MAPSHEET-  031A13 (2020)
 PG2162
 PG2162                         *CURRENT SURVEY CONTROL
 PG2162  ______________________________________________________________________
 PG2162* NAD 83(1996) POSITION- 44 59 54.46086(N) 073 57 07.66513(W)   ADJUSTED
 PG2162* NAVD 88 ORTHO HEIGHT -   246.4   (meters)      808.    (feet) VERTCON
 PG2162  ______________________________________________________________________
 PG2162  GEOID HEIGHT    -        -29.772 (meters)                     EGM08
 PG2162  HORZ ORDER      -  THIRD
 PG2162
 PG2162.The positional and height information provided upon this datasheet are not
 PG2162.officially recognized by the Government of Canada, provincial governments
 PG2162.within Canada, nor are they intended to replace or substitute for them.
 PG2162.The intent of sharing this data is to allow access to positions or heights
 PG2162.recognized by the United States Government. Passive control that is used by
 PG2162.both nations may share the same or similar designations or descriptions but
 PG2162.do not share official positions or heights. The 'Station Description' may
 PG2162.originate from a Canadian 'Station Report' and if so contains information
 PG2162.licensed under the 'Open Government License - Canada'.
 PG2162
 PG2162.The horizontal coordinates were established by classical geodetic methods
 PG2162.and adjusted by the National Geodetic Survey in January 1999.
 PG2162
 PG2162.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2162
 PG2162.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2162
 PG2162.Click photographs - Photos may exist for this station.
 PG2162
 PG2162. The following values were computed from the NAD 83(1996) position.
 PG2162
 PG2162;                    North         East     Units Scale Factor Converg.
 PG2162;UTM  18      - 4,983,313.527   582,590.466   MT  0.99968387   +0 44 27.5
 PG2162
 PG2162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2162!UTM  18      -   0.99996603  x   0.99968387  =   0.99964991
 PG2162
 PG2162:                Primary Azimuth Mark                     Grid Az
 PG2162:UTM  18      -  MON.700 ECC                              086 08 49.4
 PG2162
 PG2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ8259083313(NAD 83)
 PG2162
 PG2162|---------------------------------------------------------------------|
 PG2162| PID    Reference Object                     Distance      Geod. Az  |
 PG2162|                                                           dddmmss.s |
 PG2162| PG2161 MON.700 ECC                         APPROX. 0.6 KM 0865316.9 |
 PG2162|---------------------------------------------------------------------|
 PG2162
 PG2162                          SUPERSEDED SURVEY CONTROL
 PG2162
 PG2162  NAD 83(1996)-  44 59 54.46092(N)    073 57 07.66836(W) AD(       ) 3
 PG2162  NAD 83(1992)-  44 59 54.46091(N)    073 57 07.66832(W) AD(       ) 3
 PG2162  NAD 83(1986)-  44 59 54.46117(N)    073 57 07.66762(W) AD(       ) 3
 PG2162  NAD 27      -  44 59 54.29935(N)    073 57 09.13847(W) AD(       ) 3
 PG2162  USSD        -  44 59 54.80000(N)    073 57 09.35000(W) AD(       ) 3
 PG2162  NGVD 29 (07/19/86)  246.5    (m)          809.     (f) VERT ANG       
 PG2162
 PG2162.Superseded values are not recommended for survey control.
 PG2162
 PG2162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2162.See file dsdata.pdf to determine how the superseded data were derived.
 PG2162
 PG2162_MARKER: 71 = BOUNDARY MONUMENT
 PG2162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG2162
 PG2162  HISTORY     - Date     Condition        Report By
 PG2162  HISTORY     - 1845     FIRST OBSERVED   IBC
 PG2162  HISTORY     - 1932     POOR             IBC
 PG2162  HISTORY     - 1973     POOR             IBC
 PG2162
 PG2162                          STATION DESCRIPTION
 PG2162
 PG2162'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 PG2162'STATION MARK--A GRANITE POST ABOUT 60 INCHES HIGH SET IN A
 PG2162'CONCRETE BASE 3X3X5 FEET DEEP.
 PG2162'
 PG2162'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 PG2162
 PG2162                          STATION RECOVERY (1932)
 PG2162
 PG2162'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1932 (GTP)
 PG2162'REPAIR WORK WAS CARRIED OUT ON MONUMENT IN 1932.
 PG2162
 PG2162                          STATION RECOVERY (1973)
 PG2162
 PG2162'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1973 (NP)
 PG2162'MONUMENT WAS COMPLETELY REBUILT IN 1973.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2163 ***********************************************************************
 PG2163  DESIGNATION -  MONUMENT 702
 PG2163  PID         -  PG2163
 PG2163  STATE/COUNTY-  PQ/LE HAUT SAINT LAURENT
 PG2163  COUNTRY     -  CANADA
 PG2163  NTS MAPSHEET-  031A13 (2020)
 PG2163
 PG2163                         *CURRENT SURVEY CONTROL
 PG2163  ______________________________________________________________________
 PG2163* NAD 83(1996) POSITION- 44 59 52.91873(N) 073 57 46.68450(W)   ADJUSTED
 PG2163* NAVD 88 ORTHO HEIGHT -   237.4   (meters)      779.    (feet) VERTCON
 PG2163  ______________________________________________________________________
 PG2163  GEOID HEIGHT    -        -29.776 (meters)                     EGM08
 PG2163  HORZ ORDER      -  THIRD
 PG2163
 PG2163.The positional and height information provided upon this datasheet are not
 PG2163.officially recognized by the Government of Canada, provincial governments
 PG2163.within Canada, nor are they intended to replace or substitute for them.
 PG2163.The intent of sharing this data is to allow access to positions or heights
 PG2163.recognized by the United States Government. Passive control that is used by
 PG2163.both nations may share the same or similar designations or descriptions but
 PG2163.do not share official positions or heights. The 'Station Description' may
 PG2163.originate from a Canadian 'Station Report' and if so contains information
 PG2163.licensed under the 'Open Government License - Canada'.
 PG2163
 PG2163.The horizontal coordinates were established by classical geodetic methods
 PG2163.and adjusted by the National Geodetic Survey in January 1999.
 PG2163
 PG2163.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2163
 PG2163.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2163
 PG2163.Click photographs - Photos may exist for this station.
 PG2163
 PG2163. The following values were computed from the NAD 83(1996) position.
 PG2163
 PG2163;                    North         East     Units Scale Factor Converg.
 PG2163;UTM  18      - 4,983,254.949   581,736.795   MT  0.99968215   +0 43 59.9
 PG2163
 PG2163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2163!UTM  18      -   0.99996745  x   0.99968215  =   0.99964961
 PG2163
 PG2163:                Primary Azimuth Mark                     Grid Az
 PG2163:UTM  18      -  MONUMENT 701                             086 04 28.5
 PG2163
 PG2163_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ8173683254(NAD 83)
 PG2163
 PG2163|---------------------------------------------------------------------|
 PG2163| PID    Reference Object                     Distance      Geod. Az  |
 PG2163|                                                           dddmmss.s |
 PG2163| PG2162 MONUMENT 701                        APPROX. 0.9 KM 0864828.4 |
 PG2163|---------------------------------------------------------------------|
 PG2163
 PG2163                          SUPERSEDED SURVEY CONTROL
 PG2163
 PG2163  NAD 83(1996)-  44 59 52.91879(N)    073 57 46.68764(W) AD(       ) 3
 PG2163  NAD 83(1992)-  44 59 52.91878(N)    073 57 46.68761(W) AD(       ) 3
 PG2163  NAD 83(1986)-  44 59 52.91895(N)    073 57 46.68706(W) AD(       ) 3
 PG2163  NAD 27      -  44 59 52.75575(N)    073 57 48.16078(W) AD(       ) 3
 PG2163  USSD        -  44 59 53.25000(N)    073 57 48.38000(W) AD(       ) 3
 PG2163  NGVD 29 (07/19/86)  237.5    (m)          779.     (f) VERT ANG       
 PG2163
 PG2163.Superseded values are not recommended for survey control.
 PG2163
 PG2163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2163.See file dsdata.pdf to determine how the superseded data were derived.
 PG2163
 PG2163_MARKER: 71 = BOUNDARY MONUMENT
 PG2163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG2163
 PG2163  HISTORY     - Date     Condition        Report By
 PG2163  HISTORY     - 1845     FIRST OBSERVED   IBC
 PG2163  HISTORY     - 1973     POOR             IBC
 PG2163
 PG2163                          STATION DESCRIPTION
 PG2163
 PG2163'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 PG2163'STATION MARK--A GRANITE POST ABOUT 60 INCHES HIGH SET IN A
 PG2163'CONCRETE BASE 3X3X5 FEET DEEP.
 PG2163'
 PG2163'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 PG2163
 PG2163                          STATION RECOVERY (1973)
 PG2163
 PG2163'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1973 (NP)
 PG2163'MONUMENT WAS COMPLETELY REBUILT IN 1973.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2165 ***********************************************************************
 PG2165  DESIGNATION -  MONUMENT 703
 PG2165  PID         -  PG2165
 PG2165  STATE/COUNTY-  PQ/LE HAUT SAINT LAURENT
 PG2165  COUNTRY     -  CANADA
 PG2165  NTS MAPSHEET-  031A13 (2020)
 PG2165
 PG2165                         *CURRENT SURVEY CONTROL
 PG2165  ______________________________________________________________________
 PG2165* NAD 83(1996) POSITION- 44 59 51.73356(N) 073 58 18.43427(W)   ADJUSTED
 PG2165* NAVD 88 ORTHO HEIGHT -   227.5   (meters)      746.    (feet) VERTCON
 PG2165  ______________________________________________________________________
 PG2165  GEOID HEIGHT    -        -29.779 (meters)                     EGM08
 PG2165  HORZ ORDER      -  THIRD
 PG2165
 PG2165.The positional and height information provided upon this datasheet are not
 PG2165.officially recognized by the Government of Canada, provincial governments
 PG2165.within Canada, nor are they intended to replace or substitute for them.
 PG2165.The intent of sharing this data is to allow access to positions or heights
 PG2165.recognized by the United States Government. Passive control that is used by
 PG2165.both nations may share the same or similar designations or descriptions but
 PG2165.do not share official positions or heights. The 'Station Description' may
 PG2165.originate from a Canadian 'Station Report' and if so contains information
 PG2165.licensed under the 'Open Government License - Canada'.
 PG2165
 PG2165.The horizontal coordinates were established by classical geodetic methods
 PG2165.and adjusted by the National Geodetic Survey in January 1999.
 PG2165
 PG2165.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2165
 PG2165.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2165
 PG2165.Click photographs - Photos may exist for this station.
 PG2165
 PG2165. The following values were computed from the NAD 83(1996) position.
 PG2165
 PG2165;                    North         East     Units Scale Factor Converg.
 PG2165;UTM  18      - 4,983,209.518   581,042.133   MT  0.99968076   +0 43 37.4
 PG2165
 PG2165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2165!UTM  18      -   0.99996900  x   0.99968076  =   0.99964977
 PG2165
 PG2165:                Primary Azimuth Mark                     Grid Az
 PG2165:UTM  18      -  MONUMENT 704 705                         266 16 26.4
 PG2165
 PG2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ8104283209(NAD 83)
 PG2165
 PG2165|---------------------------------------------------------------------|
 PG2165| PID    Reference Object                     Distance      Geod. Az  |
 PG2165|                                                           dddmmss.s |
 PG2165| PG2164 MON.702 ECC                          59.061 METERS 09253     |
 PG2165| PG2166 MONUMENT 704 705                    430.113 METERS 2670003.8 |
 PG2165|---------------------------------------------------------------------|
 PG2165
 PG2165                          SUPERSEDED SURVEY CONTROL
 PG2165
 PG2165  NAD 83(1996)-  44 59 51.73362(N)    073 58 18.43739(W) AD(       ) 3
 PG2165  NAD 83(1992)-  44 59 51.73362(N)    073 58 18.43736(W) AD(       ) 3
 PG2165  NAD 83(1986)-  44 59 51.73372(N)    073 58 18.43685(W) AD(       ) 3
 PG2165  NAD 27      -  44 59 51.57000(N)    073 58 19.91000(W) AD(       ) 3
 PG2165  USSD        -  44 59 52.06000(N)    073 58 20.13000(W) AD(       ) 3
 PG2165  NGVD 29 (07/19/86)  227.6    (m)          747.     (f) VERT ANG       
 PG2165
 PG2165.Superseded values are not recommended for survey control.
 PG2165
 PG2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2165.See file dsdata.pdf to determine how the superseded data were derived.
 PG2165
 PG2165_MARKER: 71 = BOUNDARY MONUMENT
 PG2165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG2165
 PG2165  HISTORY     - Date     Condition        Report By
 PG2165  HISTORY     - 1845     FIRST OBSERVED   IBC
 PG2165  HISTORY     - 1941     POOR             IBC
 PG2165  HISTORY     - 1973     POOR             IBC
 PG2165  HISTORY     - 1975     POOR             IBC
 PG2165
 PG2165                          STATION DESCRIPTION
 PG2165
 PG2165'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 PG2165'STATION MARK--A GRANITE POST ABOUT 60 INCHES HIGH SET IN A
 PG2165'CONCRETE BASE 3X3X5 FEET DEEP.
 PG2165'
 PG2165'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 PG2165
 PG2165                          STATION RECOVERY (1941)
 PG2165
 PG2165'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (FHB)
 PG2165'REPAIR WORK WAS CARRIED OUT ON MONUMENT IN 1941.
 PG2165
 PG2165                          STATION RECOVERY (1973)
 PG2165
 PG2165'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1973 (NP)
 PG2165'COMPLETELY REBUILT IN 1973.  BROKEN POST BONDED WITH EPOXY.
 PG2165
 PG2165                          STATION RECOVERY (1975)
 PG2165
 PG2165'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (NP)
 PG2165'MONUMENT WAS COMPLETELY REBUILT WITH NEW GRANITE POST IN 1975.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2166 ***********************************************************************
 PG2166  DESIGNATION -  MONUMENT 704 705
 PG2166  PID         -  PG2166
 PG2166  STATE/COUNTY-  PQ/LE HAUT SAINT LAURENT
 PG2166  COUNTRY     -  CANADA
 PG2166  NTS MAPSHEET-  031A13 (2020)
 PG2166
 PG2166                         *CURRENT SURVEY CONTROL
 PG2166  ______________________________________________________________________
 PG2166* NAD 83(1996) POSITION- 44 59 51.00415(N) 073 58 38.04470(W)   ADJUSTED
 PG2166* NAVD 88 ORTHO HEIGHT -   217.6   (meters)      714.    (feet) VERTCON
 PG2166  ______________________________________________________________________
 PG2166  GEOID HEIGHT    -        -29.781 (meters)                     EGM08
 PG2166  HORZ ORDER      -  THIRD
 PG2166
 PG2166.The positional and height information provided upon this datasheet are not
 PG2166.officially recognized by the Government of Canada, provincial governments
 PG2166.within Canada, nor are they intended to replace or substitute for them.
 PG2166.The intent of sharing this data is to allow access to positions or heights
 PG2166.recognized by the United States Government. Passive control that is used by
 PG2166.both nations may share the same or similar designations or descriptions but
 PG2166.do not share official positions or heights. The 'Station Description' may
 PG2166.originate from a Canadian 'Station Report' and if so contains information
 PG2166.licensed under the 'Open Government License - Canada'.
 PG2166
 PG2166.The horizontal coordinates were established by classical geodetic methods
 PG2166.and adjusted by the National Geodetic Survey in January 1999.
 PG2166
 PG2166.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2166
 PG2166.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2166
 PG2166.Click photographs - Photos may exist for this station.
 PG2166
 PG2166. The following values were computed from the NAD 83(1996) position.
 PG2166
 PG2166;                    North         East     Units Scale Factor Converg.
 PG2166;UTM  18      - 4,983,181.576   580,613.066   MT  0.99967991   +0 43 23.6
 PG2166
 PG2166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2166!UTM  18      -   0.99997055  x   0.99967991  =   0.99965047
 PG2166
 PG2166:                Primary Azimuth Mark                     Grid Az
 PG2166:UTM  18      -  MONUMENT 703                             086 16 26.4
 PG2166
 PG2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ8061383181(NAD 83)
 PG2166
 PG2166|---------------------------------------------------------------------|
 PG2166| PID    Reference Object                     Distance      Geod. Az  |
 PG2166|                                                           dddmmss.s |
 PG2166| PG2165 MONUMENT 703                        430.113 METERS 0865950.0 |
 PG2166|---------------------------------------------------------------------|
 PG2166
 PG2166                          SUPERSEDED SURVEY CONTROL
 PG2166
 PG2166  NAD 83(1996)-  44 59 51.00418(N)    073 58 38.04781(W) AD(       ) 3
 PG2166  NAD 83(1992)-  44 59 51.00418(N)    073 58 38.04779(W) AD(       ) 3
 PG2166  NAD 83(1986)-  44 59 51.00426(N)    073 58 38.04728(W) AD(       ) 3
 PG2166  NAD 27      -  44 59 50.84439(N)    073 58 39.52026(W) AD(       ) 3
 PG2166  USSD        -  44 59 51.33000(N)    073 58 39.73000(W) AD(       ) 3
 PG2166  NGVD 29 (07/19/86)  217.7    (m)          714.     (f) VERT ANG       
 PG2166
 PG2166.Superseded values are not recommended for survey control.
 PG2166
 PG2166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2166.See file dsdata.pdf to determine how the superseded data were derived.
 PG2166
 PG2166_MARKER: 71 = BOUNDARY MONUMENT
 PG2166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG2166
 PG2166  HISTORY     - Date     Condition        Report By
 PG2166  HISTORY     - 1845     FIRST OBSERVED   IBC
 PG2166  HISTORY     - 1973     POOR             IBC
 PG2166  HISTORY     - 1980     GOOD             IBC
 PG2166
 PG2166                          STATION DESCRIPTION
 PG2166
 PG2166'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 PG2166'STATION MARK--A GRANITE POST ABOUT 60 INCHES HIGH SET IN A
 PG2166'CONCRETE BASE 3X3X5 FEET DEEP.
 PG2166'
 PG2166'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 PG2166
 PG2166                          STATION RECOVERY (1973)
 PG2166
 PG2166'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1973 (NP)
 PG2166'MONUMENT WAS COMPLETELY REBUILT IN 1973.
 PG2166
 PG2166                          STATION RECOVERY (1980)
 PG2166
 PG2166'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (DD)
 PG2166'MONUMENT WAS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2167 ***********************************************************************
 PG2167  DESIGNATION -  MONUMENT 706
 PG2167  PID         -  PG2167
 PG2167  STATE/COUNTY-  PQ/LE HAUT SAINT LAURENT
 PG2167  COUNTRY     -  CANADA
 PG2167  NTS MAPSHEET-  031A13 (2020)
 PG2167
 PG2167                         *CURRENT SURVEY CONTROL
 PG2167  ______________________________________________________________________
 PG2167* NAD 83(1996) POSITION- 44 59 48.95812(N) 073 59 32.61809(W)   ADJUSTED
 PG2167* NAVD 88 ORTHO HEIGHT -   203.1   (meters)      666.    (feet) VERTCON
 PG2167  ______________________________________________________________________
 PG2167  GEOID HEIGHT    -        -29.788 (meters)                     EGM08
 PG2167  HORZ ORDER      -  THIRD
 PG2167
 PG2167.The positional and height information provided upon this datasheet are not
 PG2167.officially recognized by the Government of Canada, provincial governments
 PG2167.within Canada, nor are they intended to replace or substitute for them.
 PG2167.The intent of sharing this data is to allow access to positions or heights
 PG2167.recognized by the United States Government. Passive control that is used by
 PG2167.both nations may share the same or similar designations or descriptions but
 PG2167.do not share official positions or heights. The 'Station Description' may
 PG2167.originate from a Canadian 'Station Report' and if so contains information
 PG2167.licensed under the 'Open Government License - Canada'.
 PG2167
 PG2167.The horizontal coordinates were established by classical geodetic methods
 PG2167.and adjusted by the National Geodetic Survey in January 1999.
 PG2167
 PG2167.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2167
 PG2167.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2167
 PG2167.Click photographs - Photos may exist for this station.
 PG2167
 PG2167. The following values were computed from the NAD 83(1996) position.
 PG2167
 PG2167;                    North         East     Units Scale Factor Converg.
 PG2167;UTM  18      - 4,983,103.470   579,419.016   MT  0.99967756   +0 42 44.9
 PG2167
 PG2167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2167!UTM  18      -   0.99997283  x   0.99967756  =   0.99965039
 PG2167
 PG2167:                Primary Azimuth Mark                     Grid Az
 PG2167:UTM  18      -  MONUMENT 704 705                         086 15 26.9
 PG2167
 PG2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ7941983103(NAD 83)
 PG2167
 PG2167|---------------------------------------------------------------------|
 PG2167| PID    Reference Object                     Distance      Geod. Az  |
 PG2167|                                                           dddmmss.s |
 PG2167| PG2166 MONUMENT 704 705                    APPROX. 1.2 KM 0865811.8 |
 PG2167| PG2168 MON.706 ECC                         228.905 METERS 26802     |
 PG2167|---------------------------------------------------------------------|
 PG2167
 PG2167                          SUPERSEDED SURVEY CONTROL
 PG2167
 PG2167  NAD 83(1996)-  44 59 48.95804(N)    073 59 32.62110(W) AD(       ) 3
 PG2167  NAD 83(1992)-  44 59 48.95805(N)    073 59 32.62108(W) AD(       ) 3
 PG2167  NAD 83(1986)-  44 59 48.95807(N)    073 59 32.62073(W) AD(       ) 3
 PG2167  NAD 27      -  44 59 48.80880(N)    073 59 34.09555(W) AD(       ) 3
 PG2167  USSD        -  44 59 49.29000(N)    073 59 34.30000(W) AD(       ) 3
 PG2167  NGVD 29 (07/19/86)  203.2    (m)          667.     (f) VERT ANG       
 PG2167
 PG2167.Superseded values are not recommended for survey control.
 PG2167
 PG2167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2167.See file dsdata.pdf to determine how the superseded data were derived.
 PG2167
 PG2167_MARKER: 71 = BOUNDARY MONUMENT
 PG2167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PG2167
 PG2167  HISTORY     - Date     Condition        Report By
 PG2167  HISTORY     - 1845     FIRST OBSERVED   IBC
 PG2167  HISTORY     - 1973     POOR             IBC
 PG2167  HISTORY     - 1974     POOR             IBC
 PG2167
 PG2167                          STATION DESCRIPTION
 PG2167
 PG2167'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 PG2167'STATION MARK--A GRANITE POST ABOUT 60 INCHES HIGH SET IN A
 PG2167'CONCRETE BASE 3X3X5 FEET DEEP.
 PG2167'
 PG2167'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 PG2167
 PG2167                          STATION RECOVERY (1973)
 PG2167
 PG2167'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1973 (NP)
 PG2167'MONUMENT TILTED 2 IN NW.
 PG2167
 PG2167                          STATION RECOVERY (1974)
 PG2167
 PG2167'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1974 (NP)
 PG2167'MONUMENT WAS COMPLETELY REBUILT IN 1974.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PH1703 ***********************************************************************
 PH1703  DESIGNATION -  MONUMENT 757
 PH1703  PID         -  PH1703
 PH1703  STATE/COUNTY-  PQ/LE HAUT SAINT LAURENT
 PH1703  COUNTRY     -  CANADA
 PH1703  NTS MAPSHEET-  031B15 (2020)
 PH1703
 PH1703                         *CURRENT SURVEY CONTROL
 PH1703  ______________________________________________________________________
 PH1703* NAD 83(1996) POSITION- 44 59 54.23917(N) 074 31 47.47525(W)   ADJUSTED
 PH1703* NAVD 88 ORTHO HEIGHT -    47.1   (meters)      155.    (feet) VERTCON
 PH1703  ______________________________________________________________________
 PH1703  GEOID HEIGHT    -        -30.910 (meters)                     EGM08
 PH1703  HORZ ORDER      -  THIRD
 PH1703
 PH1703.The positional and height information provided upon this datasheet are not
 PH1703.officially recognized by the Government of Canada, provincial governments
 PH1703.within Canada, nor are they intended to replace or substitute for them.
 PH1703.The intent of sharing this data is to allow access to positions or heights
 PH1703.recognized by the United States Government. Passive control that is used by
 PH1703.both nations may share the same or similar designations or descriptions but
 PH1703.do not share official positions or heights. The 'Station Description' may
 PH1703.originate from a Canadian 'Station Report' and if so contains information
 PH1703.licensed under the 'Open Government License - Canada'.
 PH1703
 PH1703.The horizontal coordinates were established by classical geodetic methods
 PH1703.and adjusted by the National Geodetic Survey in January 1999.
 PH1703
 PH1703.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH1703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH1703
 PH1703.Significant digits in the geoid height do not necessarily reflect accuracy.
 PH1703
 PH1703.Click photographs - Photos may exist for this station.
 PH1703
 PH1703. The following values were computed from the NAD 83(1996) position.
 PH1703
 PH1703;                    North         East     Units Scale Factor Converg.
 PH1703;UTM  18      - 4,982,880.136   537,055.710   MT  0.99961688   +0 19 56.8
 PH1703
 PH1703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1703!UTM  18      -   0.99999746  x   0.99961688  =   0.99961434
 PH1703
 PH1703:                Primary Azimuth Mark                     Grid Az
 PH1703:UTM  18      -  MONUMENT 756                             091 06 55.5
 PH1703
 PH1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ3705582880(NAD 83)
 PH1703
 PH1703|---------------------------------------------------------------------|
 PH1703| PID    Reference Object                     Distance      Geod. Az  |
 PH1703|                                                           dddmmss.s |
 PH1703| PH1702 MONUMENT 756                        APPROX. 0.8 KM 0912652.3 |
 PH1703|---------------------------------------------------------------------|
 PH1703
 PH1703                          SUPERSEDED SURVEY CONTROL
 PH1703
 PH1703  NAD 83(1986)-  44 59 54.23670(N)    074 31 47.48380(W) AD(       ) 3
 PH1703  NAD 27      -  44 59 54.07090(N)    074 31 48.81465(W) AD(       ) 3
 PH1703  USSD        -  44 59 54.55000(N)    074 31 48.74000(W) AD(       ) 3
 PH1703  NGVD 29 (07/19/86)   47.2    (m)          155.     (f) VERT ANG       
 PH1703
 PH1703.Superseded values are not recommended for survey control.
 PH1703
 PH1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1703.See file dsdata.pdf to determine how the superseded data were derived.
 PH1703
 PH1703_MARKER: Z = SEE DESCRIPTION
 PH1703_SETTING: 0 = UNSPECIFIED SETTING
 PH1703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1703
 PH1703  HISTORY     - Date     Condition        Report By
 PH1703  HISTORY     - 1845     MONUMENTED       IBC
 PH1703  HISTORY     - 1963     POOR             IBC
 PH1703  HISTORY     - 1975     POOR             IBC
 PH1703
 PH1703                          STATION DESCRIPTION
 PH1703
 PH1703'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 PH1703'STATION MARK--A GRANITE POST ABOUT 60 INCHES HIGH SET IN A
 PH1703'CONCRETE BASE 3X3X5 FEET DEEP.
 PH1703'
 PH1703'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 PH1703
 PH1703                          STATION RECOVERY (1963)
 PH1703
 PH1703'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963 (NWS)
 PH1703'REPAIR WORK WAS CARRIED OUT ON MONUMENT IN 1963.
 PH1703
 PH1703                          STATION RECOVERY (1975)
 PH1703
 PH1703'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (NP)
 PH1703'MONUMENT WAS COMPLETELY REBUILT IN 1975.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PH1704 ***********************************************************************
 PH1704  DESIGNATION -  MONUMENT 758
 PH1704  PID         -  PH1704
 PH1704  STATE/COUNTY-  PQ/LE HAUT SAINT LAURENT
 PH1704  COUNTRY     -  CANADA
 PH1704  NTS MAPSHEET-  031B15 (2020)
 PH1704
 PH1704                         *CURRENT SURVEY CONTROL
 PH1704  ______________________________________________________________________
 PH1704* NAD 83(1996) POSITION- 44 59 54.94536(N) 074 32 28.13736(W)   ADJUSTED
 PH1704* NAVD 88 ORTHO HEIGHT -    47.5   (meters)      156.    (feet) VERTCON
 PH1704  ______________________________________________________________________
 PH1704  GEOID HEIGHT    -        -30.940 (meters)                     EGM08
 PH1704  HORZ ORDER      -  THIRD
 PH1704
 PH1704.The positional and height information provided upon this datasheet are not
 PH1704.officially recognized by the Government of Canada, provincial governments
 PH1704.within Canada, nor are they intended to replace or substitute for them.
 PH1704.The intent of sharing this data is to allow access to positions or heights
 PH1704.recognized by the United States Government. Passive control that is used by
 PH1704.both nations may share the same or similar designations or descriptions but
 PH1704.do not share official positions or heights. The 'Station Description' may
 PH1704.originate from a Canadian 'Station Report' and if so contains information
 PH1704.licensed under the 'Open Government License - Canada'.
 PH1704
 PH1704.The horizontal coordinates were established by classical geodetic methods
 PH1704.and adjusted by the National Geodetic Survey in January 1999.
 PH1704
 PH1704.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH1704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH1704
 PH1704.Significant digits in the geoid height do not necessarily reflect accuracy.
 PH1704
 PH1704.Click photographs - Photos may exist for this station.
 PH1704
 PH1704. The following values were computed from the NAD 83(1996) position.
 PH1704
 PH1704;                    North         East     Units Scale Factor Converg.
 PH1704;UTM  18      - 4,982,896.824   536,165.340   MT  0.99961608   +0 19 28.0
 PH1704
 PH1704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1704!UTM  18      -   0.99999740  x   0.99961608  =   0.99961348
 PH1704
 PH1704:                Primary Azimuth Mark                     Grid Az
 PH1704:UTM  18      -  MONUMENT 757                             091 04 25.5
 PH1704
 PH1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ3616582896(NAD 83)
 PH1704
 PH1704|---------------------------------------------------------------------|
 PH1704| PID    Reference Object                     Distance      Geod. Az  |
 PH1704|                                                           dddmmss.s |
 PH1704| PH1703 MONUMENT 757                        APPROX. 0.9 KM 0912353.5 |
 PH1704|---------------------------------------------------------------------|
 PH1704
 PH1704                          SUPERSEDED SURVEY CONTROL
 PH1704
 PH1704  NAD 83(1986)-  44 59 54.94254(N)    074 32 28.14590(W) AD(       ) 3
 PH1704  NAD 27      -  44 59 54.77295(N)    074 32 29.48011(W) AD(       ) 3
 PH1704  USSD        -  44 59 55.28000(N)    074 32 29.39000(W) AD(       ) 3
 PH1704  NGVD 29 (07/19/86)   47.6    (m)          156.     (f) VERT ANG       
 PH1704
 PH1704.Superseded values are not recommended for survey control.
 PH1704
 PH1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1704.See file dsdata.pdf to determine how the superseded data were derived.
 PH1704
 PH1704_MARKER: Z = SEE DESCRIPTION
 PH1704_SETTING: 0 = UNSPECIFIED SETTING
 PH1704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1704
 PH1704  HISTORY     - Date     Condition        Report By
 PH1704  HISTORY     - 1845     MONUMENTED       IBC
 PH1704  HISTORY     - 1963     POOR             IBC
 PH1704  HISTORY     - 1975     POOR             IBC
 PH1704
 PH1704                          STATION DESCRIPTION
 PH1704
 PH1704'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 PH1704'STATION MARK--A GRANITE POST ABOUT 60 INCHES HIGH SET IN A
 PH1704'CONCRETE BASE 3X3X5 FEET DEEP.
 PH1704'
 PH1704'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 PH1704
 PH1704                          STATION RECOVERY (1963)
 PH1704
 PH1704'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963 (NWS)
 PH1704'REPAIR WORK WAS CARRIED OUT ON MONUMENT IN 1963.
 PH1704
 PH1704                          STATION RECOVERY (1975)
 PH1704
 PH1704'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (NP)
 PH1704'MONUMENT WAS COMPLETELY REBUILT IN 1975.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PH1705 ***********************************************************************
 PH1705  DESIGNATION -  MONUMENT 759
 PH1705  PID         -  PH1705
 PH1705  STATE/COUNTY-  PQ/LE HAUT SAINT LAURENT
 PH1705  COUNTRY     -  CANADA
 PH1705  NTS MAPSHEET-  031B15 (2020)
 PH1705
 PH1705                         *CURRENT SURVEY CONTROL
 PH1705  ______________________________________________________________________
 PH1705* NAD 83(1996) POSITION- 44 59 55.40431(N) 074 33 00.27435(W)   ADJUSTED
 PH1705* NAVD 88 ORTHO HEIGHT -    47.2   (meters)      155.    (feet) VERTCON
 PH1705  ______________________________________________________________________
 PH1705  GEOID HEIGHT    -        -30.963 (meters)                     EGM08
 PH1705  HORZ ORDER      -  THIRD
 PH1705
 PH1705.The positional and height information provided upon this datasheet are not
 PH1705.officially recognized by the Government of Canada, provincial governments
 PH1705.within Canada, nor are they intended to replace or substitute for them.
 PH1705.The intent of sharing this data is to allow access to positions or heights
 PH1705.recognized by the United States Government. Passive control that is used by
 PH1705.both nations may share the same or similar designations or descriptions but
 PH1705.do not share official positions or heights. The 'Station Description' may
 PH1705.originate from a Canadian 'Station Report' and if so contains information
 PH1705.licensed under the 'Open Government License - Canada'.
 PH1705
 PH1705.The horizontal coordinates were established by classical geodetic methods
 PH1705.and adjusted by the National Geodetic Survey in January 1999.
 PH1705
 PH1705.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH1705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH1705
 PH1705.Significant digits in the geoid height do not necessarily reflect accuracy.
 PH1705
 PH1705.Click photographs - Photos may exist for this station.
 PH1705
 PH1705. The following values were computed from the NAD 83(1996) position.
 PH1705
 PH1705;                    North         East     Units Scale Factor Converg.
 PH1705;UTM  18      - 4,982,907.040   535,461.665   MT  0.99961546   +0 19 05.3
 PH1705
 PH1705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1705!UTM  18      -   0.99999745  x   0.99961546  =   0.99961291
 PH1705
 PH1705:                Primary Azimuth Mark                     Grid Az
 PH1705:UTM  18      -  MONUMENT 758                             090 49 54.5
 PH1705
 PH1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ3546182907(NAD 83)
 PH1705
 PH1705|---------------------------------------------------------------------|
 PH1705| PID    Reference Object                     Distance      Geod. Az  |
 PH1705|                                                           dddmmss.s |
 PH1705| PH1704 MONUMENT 758                        APPROX. 0.7 KM 0910859.8 |
 PH1705| PH1706 MON.759 ECC                         445.081 METERS 2704913.6 |
 PH1705|---------------------------------------------------------------------|
 PH1705
 PH1705                          SUPERSEDED SURVEY CONTROL
 PH1705
 PH1705  NAD 83(1986)-  44 59 55.40121(N)    074 33 00.28288(W) AD(       ) 3
 PH1705  NAD 27      -  44 59 55.22878(N)    074 33 01.61963(W) AD(       ) 3
 PH1705  USSD        -  44 59 55.71000(N)    074 33 01.51000(W) AD(       ) 3
 PH1705  NGVD 29 (07/19/86)   47.3    (m)          155.     (f) VERT ANG       
 PH1705
 PH1705.Superseded values are not recommended for survey control.
 PH1705
 PH1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1705.See file dsdata.pdf to determine how the superseded data were derived.
 PH1705
 PH1705_MARKER: Z = SEE DESCRIPTION
 PH1705_SETTING: 0 = UNSPECIFIED SETTING
 PH1705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1705
 PH1705  HISTORY     - Date     Condition        Report By
 PH1705  HISTORY     - 1845     MONUMENTED       IBC
 PH1705  HISTORY     - 1933     POOR             IBC
 PH1705  HISTORY     - 1954     POOR             IBC
 PH1705  HISTORY     - 1975     POOR             IBC
 PH1705  HISTORY     - 1980     SEE DESCRIPTION  IBC
 PH1705
 PH1705                          STATION DESCRIPTION
 PH1705
 PH1705'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 PH1705'STATION MARK--A GRANITE POST ABOUT 60 INCHES HIGH SET IN A
 PH1705'CONCRETE BASE 3X3X5 FEET DEEP.
 PH1705'
 PH1705'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 PH1705
 PH1705                          STATION RECOVERY (1933)
 PH1705
 PH1705'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1933 (GTP)
 PH1705'MONUMENT WAS COMPLETELY REBUILT IN 1933.
 PH1705
 PH1705                          STATION RECOVERY (1954)
 PH1705
 PH1705'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1954 (DFC)
 PH1705'REPAIR WORK WAS CARRIED OUT ON MONUMENT IN 1954.
 PH1705
 PH1705                          STATION RECOVERY (1975)
 PH1705
 PH1705'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (NP)
 PH1705'MONUMENT WAS COMPLETELY REBUILT IN 1975.
 PH1705
 PH1705                          STATION RECOVERY (1980)
 PH1705
 PH1705'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (DD)
 PH1705'TILTED 2 CM NW.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PH1707 ***********************************************************************
 PH1707  DESIGNATION -  MONUMENT 760 RESET
 PH1707  PID         -  PH1707
 PH1707  STATE/COUNTY-  PQ/LE HAUT SAINT LAURENT
 PH1707  COUNTRY     -  CANADA
 PH1707  NTS MAPSHEET-  031B15 (2020)
 PH1707
 PH1707                         *CURRENT SURVEY CONTROL
 PH1707  ______________________________________________________________________
 PH1707* NAD 83(1996) POSITION- 44 59 55.84213(N) 074 33 31.23609(W)   ADJUSTED
 PH1707* NAVD 88 ORTHO HEIGHT -    49.5   (meters)      162.    (feet) VERTCON
 PH1707  ______________________________________________________________________
 PH1707  GEOID HEIGHT    -        -30.985 (meters)                     EGM08
 PH1707  HORZ ORDER      -  THIRD
 PH1707
 PH1707.The positional and height information provided upon this datasheet are not
 PH1707.officially recognized by the Government of Canada, provincial governments
 PH1707.within Canada, nor are they intended to replace or substitute for them.
 PH1707.The intent of sharing this data is to allow access to positions or heights
 PH1707.recognized by the United States Government. Passive control that is used by
 PH1707.both nations may share the same or similar designations or descriptions but
 PH1707.do not share official positions or heights. The 'Station Description' may
 PH1707.originate from a Canadian 'Station Report' and if so contains information
 PH1707.licensed under the 'Open Government License - Canada'.
 PH1707
 PH1707.The horizontal coordinates were established by classical geodetic methods
 PH1707.and adjusted by the National Geodetic Survey in January 1999.
 PH1707
 PH1707.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH1707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH1707
 PH1707.Significant digits in the geoid height do not necessarily reflect accuracy.
 PH1707
 PH1707.Click photographs - Photos may exist for this station.
 PH1707
 PH1707. The following values were computed from the NAD 83(1996) position.
 PH1707
 PH1707;                    North         East     Units Scale Factor Converg.
 PH1707;UTM  18      - 4,982,916.822   534,783.727   MT  0.99961488   +0 18 43.4
 PH1707
 PH1707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1707!UTM  18      -   0.99999710  x   0.99961488  =   0.99961198
 PH1707
 PH1707:                Primary Azimuth Mark                     Grid Az
 PH1707:UTM  18      -  MONUMENT 761                             270 50 40.7
 PH1707
 PH1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ3478382916(NAD 83)
 PH1707
 PH1707|---------------------------------------------------------------------|
 PH1707| PID    Reference Object                     Distance      Geod. Az  |
 PH1707|                                                           dddmmss.s |
 PH1707| PH1706 MON.759 ECC                         233.210 METERS 09145     |
 PH1707| PH1708 MONUMENT 761                        APPROX. 0.7 KM 2710924.1 |
 PH1707|---------------------------------------------------------------------|
 PH1707
 PH1707                          SUPERSEDED SURVEY CONTROL
 PH1707
 PH1707  NAD 83(1986)-  44 59 55.83878(N)    074 33 31.24461(W) AD(       ) 3
 PH1707  NAD 27      -  44 59 55.66385(N)    074 33 32.58483(W) AD(       ) 3
 PH1707  USSD        -  44 59 56.15000(N)    074 33 32.47000(W) AD(       ) 3
 PH1707  NGVD 29 (07/19/86)   49.6    (m)          163.     (f) VERT ANG       
 PH1707
 PH1707.Superseded values are not recommended for survey control.
 PH1707
 PH1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1707.See file dsdata.pdf to determine how the superseded data were derived.
 PH1707
 PH1707_MARKER: V = STONE MONUMENT
 PH1707_SETTING: 0 = UNSPECIFIED SETTING
 PH1707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1707
 PH1707  HISTORY     - Date     Condition        Report By
 PH1707  HISTORY     - 1975     MONUMENTED       IBC
 PH1707  HISTORY     - 1980     GOOD             IBC
 PH1707
 PH1707                          STATION DESCRIPTION
 PH1707
 PH1707'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (NP)
 PH1707'A NEW ELEVATION WAS DETERMINED FOR MONUMENT IN 1975.
 PH1707
 PH1707                          STATION RECOVERY (1980)
 PH1707
 PH1707'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (DD)
 PH1707'BM IN MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PH1708 ***********************************************************************
 PH1708  DESIGNATION -  MONUMENT 761
 PH1708  PID         -  PH1708
 PH1708  STATE/COUNTY-  PQ/LE HAUT SAINT LAURENT
 PH1708  COUNTRY     -  CANADA
 PH1708  NTS MAPSHEET-  031B15 (2020)
 PH1708
 PH1708                         *CURRENT SURVEY CONTROL
 PH1708  ______________________________________________________________________
 PH1708* NAD 83(1996) POSITION- 44 59 56.31339(N) 074 34 04.22481(W)   ADJUSTED
 PH1708* NAVD 88 ORTHO HEIGHT -    47.7   (meters)      156.    (feet) VERTCON
 PH1708  ______________________________________________________________________
 PH1708  GEOID HEIGHT    -        -31.009 (meters)                     EGM08
 PH1708  HORZ ORDER      -  THIRD
 PH1708
 PH1708.The positional and height information provided upon this datasheet are not
 PH1708.officially recognized by the Government of Canada, provincial governments
 PH1708.within Canada, nor are they intended to replace or substitute for them.
 PH1708.The intent of sharing this data is to allow access to positions or heights
 PH1708.recognized by the United States Government. Passive control that is used by
 PH1708.both nations may share the same or similar designations or descriptions but
 PH1708.do not share official positions or heights. The 'Station Description' may
 PH1708.originate from a Canadian 'Station Report' and if so contains information
 PH1708.licensed under the 'Open Government License - Canada'.
 PH1708
 PH1708.The horizontal coordinates were established by classical geodetic methods
 PH1708.and adjusted by the National Geodetic Survey in January 1999.
 PH1708
 PH1708.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH1708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH1708
 PH1708.Significant digits in the geoid height do not necessarily reflect accuracy.
 PH1708
 PH1708.Click photographs - Photos may exist for this station.
 PH1708
 PH1708. The following values were computed from the NAD 83(1996) position.
 PH1708
 PH1708;                    North         East     Units Scale Factor Converg.
 PH1708;UTM  18      - 4,982,927.472   534,061.408   MT  0.99961427   +0 18 20.1
 PH1708
 PH1708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1708!UTM  18      -   0.99999738  x   0.99961427  =   0.99961165
 PH1708
 PH1708:                Primary Azimuth Mark                     Grid Az
 PH1708:UTM  18      -  MONUMENT 760 RESET                       090 50 40.7
 PH1708
 PH1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ3406182927(NAD 83)
 PH1708
 PH1708|---------------------------------------------------------------------|
 PH1708| PID    Reference Object                     Distance      Geod. Az  |
 PH1708|                                                           dddmmss.s |
 PH1708| PH1707 MONUMENT 760 RESET                  APPROX. 0.7 KM 0910900.8 |
 PH1708|---------------------------------------------------------------------|
 PH1708
 PH1708                          SUPERSEDED SURVEY CONTROL
 PH1708
 PH1708  NAD 83(1986)-  44 59 56.30976(N)    074 34 04.23331(W) AD(       ) 3
 PH1708  NAD 27      -  44 59 56.13250(N)    074 34 05.57612(W) AD(       ) 3
 PH1708  USSD        -  44 59 56.62000(N)    074 34 05.44000(W) AD(       ) 3
 PH1708  NGVD 29 (07/19/86)   47.8    (m)          157.     (f) VERT ANG       
 PH1708
 PH1708.Superseded values are not recommended for survey control.
 PH1708
 PH1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1708.See file dsdata.pdf to determine how the superseded data were derived.
 PH1708
 PH1708_MARKER: Z = SEE DESCRIPTION
 PH1708_SETTING: 0 = UNSPECIFIED SETTING
 PH1708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1708
 PH1708  HISTORY     - Date     Condition        Report By
 PH1708  HISTORY     - 1845     MONUMENTED       IBC
 PH1708  HISTORY     - 1954     POOR             IBC
 PH1708  HISTORY     - 1963     POOR             IBC
 PH1708  HISTORY     - 1970     POOR             IBC
 PH1708  HISTORY     - 1975     POOR             IBC
 PH1708
 PH1708                          STATION DESCRIPTION
 PH1708
 PH1708'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 PH1708'STATION MARK--A GRANITE POST ABOUT 60 INCHES HIGH SET IN A
 PH1708'CONCRETE BASE 3X3X5 FEET DEEP.
 PH1708'
 PH1708'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 PH1708
 PH1708                          STATION RECOVERY (1954)
 PH1708
 PH1708'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1954 (DFC)
 PH1708'REPAIR WORK WAS CARRIED OUT ON MONUMENT IN 1954.
 PH1708
 PH1708                          STATION RECOVERY (1963)
 PH1708
 PH1708'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963 (NWS)
 PH1708'REPAIR WORK WAS CARRIED OUT ON MONUMENT IN 1963.
 PH1708
 PH1708                          STATION RECOVERY (1970)
 PH1708
 PH1708'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1970 (HGD)
 PH1708'REPAIR WORK WAS CARRIED OUT ON MONUMENT IN 1970.
 PH1708
 PH1708                          STATION RECOVERY (1975)
 PH1708
 PH1708'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (NP)
 PH1708'MONUMENT WAS COMPLETELY REBUILT IN 1975.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PH1709 ***********************************************************************
 PH1709  DESIGNATION -  MONUMENT 762
 PH1709  PID         -  PH1709
 PH1709  STATE/COUNTY-  PQ/LE HAUT SAINT LAURENT
 PH1709  COUNTRY     -  CANADA
 PH1709  NTS MAPSHEET-  031B15 (2020)
 PH1709
 PH1709                         *CURRENT SURVEY CONTROL
 PH1709  ______________________________________________________________________
 PH1709* NAD 83(1996) POSITION- 44 59 56.70039(N) 074 34 32.34108(W)   ADJUSTED
 PH1709* NAVD 88 ORTHO HEIGHT -    50.7   (meters)      166.    (feet) VERTCON
 PH1709  ______________________________________________________________________
 PH1709  GEOID HEIGHT    -        -31.029 (meters)                     EGM08
 PH1709  HORZ ORDER      -  THIRD
 PH1709
 PH1709.The positional and height information provided upon this datasheet are not
 PH1709.officially recognized by the Government of Canada, provincial governments
 PH1709.within Canada, nor are they intended to replace or substitute for them.
 PH1709.The intent of sharing this data is to allow access to positions or heights
 PH1709.recognized by the United States Government. Passive control that is used by
 PH1709.both nations may share the same or similar designations or descriptions but
 PH1709.do not share official positions or heights. The 'Station Description' may
 PH1709.originate from a Canadian 'Station Report' and if so contains information
 PH1709.licensed under the 'Open Government License - Canada'.
 PH1709
 PH1709.The horizontal coordinates were established by classical geodetic methods
 PH1709.and adjusted by the National Geodetic Survey in January 1999.
 PH1709
 PH1709.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH1709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH1709
 PH1709.Significant digits in the geoid height do not necessarily reflect accuracy.
 PH1709
 PH1709.Click photographs - Photos may exist for this station.
 PH1709
 PH1709. The following values were computed from the NAD 83(1996) position.
 PH1709
 PH1709;                    North         East     Units Scale Factor Converg.
 PH1709;UTM  18      - 4,982,936.160   533,445.781   MT  0.99961375   +0 18 00.2
 PH1709
 PH1709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1709!UTM  18      -   0.99999691  x   0.99961375  =   0.99961067
 PH1709
 PH1709:                Primary Azimuth Mark                     Grid Az
 PH1709:UTM  18      -  MONUMENT 761                             090 48 30.9
 PH1709
 PH1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ3344582936(NAD 83)
 PH1709
 PH1709|---------------------------------------------------------------------|
 PH1709| PID    Reference Object                     Distance      Geod. Az  |
 PH1709|                                                           dddmmss.s |
 PH1709| PH1708 MONUMENT 761                        APPROX. 0.6 KM 0910631.1 |
 PH1709|---------------------------------------------------------------------|
 PH1709
 PH1709                          SUPERSEDED SURVEY CONTROL
 PH1709
 PH1709  NAD 83(1986)-  44 59 56.69653(N)    074 34 32.34957(W) AD(       ) 3
 PH1709  NAD 27      -  44 59 56.51738(N)    074 34 33.69461(W) AD(       ) 3
 PH1709  USSD        -  44 59 57.01000(N)    074 34 33.57000(W) AD(       ) 3
 PH1709  NGVD 29 (07/19/86)   50.8    (m)          167.     (f) VERT ANG       
 PH1709
 PH1709.Superseded values are not recommended for survey control.
 PH1709
 PH1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1709.See file dsdata.pdf to determine how the superseded data were derived.
 PH1709
 PH1709_MARKER: Z = SEE DESCRIPTION
 PH1709_SETTING: 0 = UNSPECIFIED SETTING
 PH1709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1709
 PH1709  HISTORY     - Date     Condition        Report By
 PH1709  HISTORY     - 1845     MONUMENTED       IBC
 PH1709  HISTORY     - 1941     POOR             IBC
 PH1709  HISTORY     - 1954     POOR             IBC
 PH1709  HISTORY     - 1970     POOR             IBC
 PH1709  HISTORY     - 1975     POOR             IBC
 PH1709  HISTORY     - 1979     SEE DESCRIPTION  IBC
 PH1709
 PH1709                          STATION DESCRIPTION
 PH1709
 PH1709'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 PH1709'STATION MARK--A GRANITE POST ABOUT 60 INCHES HIGH SET IN A
 PH1709'CONCRETE BASE 3X3X5 FEET DEEP.
 PH1709'
 PH1709'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 PH1709
 PH1709                          STATION RECOVERY (1941)
 PH1709
 PH1709'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (FHB)
 PH1709'REPAIR WORK WAS CARRIED OUT ON MONUMENT IN 1941.
 PH1709
 PH1709                          STATION RECOVERY (1954)
 PH1709
 PH1709'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1954 (DFC)
 PH1709'REPAIR WORK WAS CARRIED OUT ON MONUMENT IN 1954.
 PH1709
 PH1709                          STATION RECOVERY (1970)
 PH1709
 PH1709'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1970 (HGD)
 PH1709'REPAIR WORK WAS CARRIED OUT ON MONUMENT IN 1970.
 PH1709
 PH1709                          STATION RECOVERY (1975)
 PH1709
 PH1709'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (NP)
 PH1709'MONUMENT WAS COMPLETELY REBUILT IN 1975.
 PH1709
 PH1709                          STATION RECOVERY (1979)
 PH1709
 PH1709'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1979 (JL)
 PH1709'MONUMENT TILTED 1 IN NW.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PH1710 ***********************************************************************
 PH1710  DESIGNATION -  MONUMENT 763
 PH1710  PID         -  PH1710
 PH1710  STATE/COUNTY-  PQ/LE HAUT SAINT LAURENT
 PH1710  COUNTRY     -  CANADA
 PH1710  NTS MAPSHEET-  031B15 (2020)
 PH1710
 PH1710                         *CURRENT SURVEY CONTROL
 PH1710  ______________________________________________________________________
 PH1710* NAD 83(1996) POSITION- 44 59 56.98463(N) 074 35 07.90339(W)   ADJUSTED
 PH1710* NAVD 88 ORTHO HEIGHT -    47.    (meters)      154.    (feet) SCALED
 PH1710  ______________________________________________________________________
 PH1710  GEOID HEIGHT    -        -31.055 (meters)                     EGM08
 PH1710  HORZ ORDER      -  THIRD
 PH1710
 PH1710.The positional and height information provided upon this datasheet are not
 PH1710.officially recognized by the Government of Canada, provincial governments
 PH1710.within Canada, nor are they intended to replace or substitute for them.
 PH1710.The intent of sharing this data is to allow access to positions or heights
 PH1710.recognized by the United States Government. Passive control that is used by
 PH1710.both nations may share the same or similar designations or descriptions but
 PH1710.do not share official positions or heights. The 'Station Description' may
 PH1710.originate from a Canadian 'Station Report' and if so contains information
 PH1710.licensed under the 'Open Government License - Canada'.
 PH1710
 PH1710.The horizontal coordinates were established by classical geodetic methods
 PH1710.and adjusted by the National Geodetic Survey in January 1999.
 PH1710
 PH1710.The orthometric height was scaled from a topographic map.
 PH1710
 PH1710.Significant digits in the geoid height do not necessarily reflect accuracy.
 PH1710
 PH1710.Click photographs - Photos may exist for this station.
 PH1710
 PH1710. The following values were computed from the NAD 83(1996) position.
 PH1710
 PH1710;                    North         East     Units Scale Factor Converg.
 PH1710;UTM  18      - 4,982,940.901   532,667.153   MT  0.99961312   +0 17 35.1
 PH1710
 PH1710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1710!UTM  18      -   0.99999751  x   0.99961312  =   0.99961064
 PH1710
 PH1710:                Primary Azimuth Mark                     Grid Az
 PH1710:UTM  18      -  MONUMENT 762                             090 20 55.9
 PH1710
 PH1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ3266782940(NAD 83)
 PH1710
 PH1710|---------------------------------------------------------------------|
 PH1710| PID    Reference Object                     Distance      Geod. Az  |
 PH1710|                                                           dddmmss.s |
 PH1710| PH1709 MONUMENT 762                        APPROX. 0.8 KM 0903831.0 |
 PH1710|---------------------------------------------------------------------|
 PH1710
 PH1710                          SUPERSEDED SURVEY CONTROL
 PH1710
 PH1710  NAD 83(1986)-  44 59 56.98046(N)    074 35 07.91138(W) AD(       ) 3
 PH1710  NAD 27      -  44 59 56.79902(N)    074 35 09.26149(W) AD(       ) 3
 PH1710  USSD        -  44 59 57.29000(N)    074 35 09.11000(W) AD(       ) 3
 PH1710
 PH1710.Superseded values are not recommended for survey control.
 PH1710
 PH1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1710.See file dsdata.pdf to determine how the superseded data were derived.
 PH1710
 PH1710_MARKER: Z = SEE DESCRIPTION
 PH1710_SETTING: 0 = UNSPECIFIED SETTING
 PH1710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1710
 PH1710  HISTORY     - Date     Condition        Report By
 PH1710  HISTORY     - 1845     MONUMENTED       IBC
 PH1710  HISTORY     - 1979     SEE DESCRIPTION  IBC
 PH1710
 PH1710                          STATION DESCRIPTION
 PH1710
 PH1710'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 PH1710'STATION MARK--A GRANITE POST ABOUT 60 INCHES HIGH SET IN A
 PH1710'CONCRETE BASE 3X3X5 FEET DEEP.
 PH1710'
 PH1710'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 PH1710
 PH1710                          STATION RECOVERY (1979)
 PH1710
 PH1710'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1979 (JL)
 PH1710'IN A SWAMP AND TILTED 2 FT NW.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PH1711 ***********************************************************************
 PH1711  DESIGNATION -  MONUMENT 764
 PH1711  PID         -  PH1711
 PH1711  STATE/COUNTY-  PQ/LE HAUT SAINT LAURENT
 PH1711  COUNTRY     -  CANADA
 PH1711  NTS MAPSHEET-  031B15 (2020)
 PH1711
 PH1711                         *CURRENT SURVEY CONTROL
 PH1711  ______________________________________________________________________
 PH1711* NAD 83(1996) POSITION- 44 59 57.26132(N) 074 35 43.14398(W)   ADJUSTED
 PH1711* NAVD 88 ORTHO HEIGHT -    51.9   (meters)      170.    (feet) VERTCON
 PH1711  ______________________________________________________________________
 PH1711  GEOID HEIGHT    -        -31.080 (meters)                     EGM08
 PH1711  HORZ ORDER      -  THIRD
 PH1711
 PH1711.The positional and height information provided upon this datasheet are not
 PH1711.officially recognized by the Government of Canada, provincial governments
 PH1711.within Canada, nor are they intended to replace or substitute for them.
 PH1711.The intent of sharing this data is to allow access to positions or heights
 PH1711.recognized by the United States Government. Passive control that is used by
 PH1711.both nations may share the same or similar designations or descriptions but
 PH1711.do not share official positions or heights. The 'Station Description' may
 PH1711.originate from a Canadian 'Station Report' and if so contains information
 PH1711.licensed under the 'Open Government License - Canada'.
 PH1711
 PH1711.The horizontal coordinates were established by classical geodetic methods
 PH1711.and adjusted by the National Geodetic Survey in January 1999.
 PH1711
 PH1711.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH1711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH1711
 PH1711.Significant digits in the geoid height do not necessarily reflect accuracy.
 PH1711
 PH1711.Click photographs - Photos may exist for this station.
 PH1711
 PH1711. The following values were computed from the NAD 83(1996) position.
 PH1711
 PH1711;                    North         East     Units Scale Factor Converg.
 PH1711;UTM  18      - 4,982,945.539   531,895.572   MT  0.99961251   +0 17 10.1
 PH1711
 PH1711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1711!UTM  18      -   0.99999673  x   0.99961251  =   0.99960925
 PH1711
 PH1711:                Primary Azimuth Mark                     Grid Az
 PH1711:UTM  18      -  MONUMENT 762                             090 20 48.0
 PH1711
 PH1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ3189582945(NAD 83)
 PH1711
 PH1711|---------------------------------------------------------------------|
 PH1711| PID    Reference Object                     Distance      Geod. Az  |
 PH1711|                                                           dddmmss.s |
 PH1711| PH1709 MONUMENT 762                        APPROX. 1.6 KM 0903758.1 |
 PH1711| PH1712 MON.764 ECC                          72.689 METERS 27257     |
 PH1711|---------------------------------------------------------------------|
 PH1711
 PH1711                          SUPERSEDED SURVEY CONTROL
 PH1711
 PH1711  NAD 83(1986)-  44 59 57.25685(N)    074 35 43.15147(W) AD(       ) 3
 PH1711  NAD 27      -  44 59 57.07315(N)    074 35 44.50667(W) AD(       ) 3
 PH1711  USSD        -  44 59 57.56000(N)    074 35 44.34000(W) AD(       ) 3
 PH1711  NGVD 29 (07/19/86)   52.0    (m)          171.     (f) VERT ANG       
 PH1711
 PH1711.Superseded values are not recommended for survey control.
 PH1711
 PH1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1711.See file dsdata.pdf to determine how the superseded data were derived.
 PH1711
 PH1711_MARKER: Z = SEE DESCRIPTION
 PH1711_SETTING: 0 = UNSPECIFIED SETTING
 PH1711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1711
 PH1711  HISTORY     - Date     Condition        Report By
 PH1711  HISTORY     - 1845     MONUMENTED       IBC
 PH1711  HISTORY     - 1933     POOR             IBC
 PH1711  HISTORY     - 1963     POOR             IBC
 PH1711  HISTORY     - 1975     POOR             IBC
 PH1711
 PH1711                          STATION DESCRIPTION
 PH1711
 PH1711'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 PH1711'STATION MARK--A GRANITE POST ABOUT 60 INCHES HIGH SET IN A
 PH1711'CONCRETE BASE 3X3X5 FEET DEEP.
 PH1711'
 PH1711'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 PH1711
 PH1711                          STATION RECOVERY (1933)
 PH1711
 PH1711'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1933 (GTP)
 PH1711'MONUMENT WAS COMPLETELY REBUILT IN 1933.
 PH1711
 PH1711                          STATION RECOVERY (1963)
 PH1711
 PH1711'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963 (NWS)
 PH1711'REPAIR WORK WAS CARRIED OUT ON MONUMENT IN 1963.
 PH1711
 PH1711                          STATION RECOVERY (1975)
 PH1711
 PH1711'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (NP)
 PH1711'MONUMENT WAS COMPLETELY REBUILT IN 1975.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PH1714 ***********************************************************************
 PH1714  DESIGNATION -  MONUMENT 766
 PH1714  PID         -  PH1714
 PH1714  STATE/COUNTY-  PQ/LE HAUT SAINT LAURENT
 PH1714  COUNTRY     -  CANADA
 PH1714  NTS MAPSHEET-  031B15 (2020)
 PH1714
 PH1714                         *CURRENT SURVEY CONTROL
 PH1714  ______________________________________________________________________
 PH1714* NAD 83(1996) POSITION- 44 59 57.69234(N) 074 36 45.44523(W)   ADJUSTED
 PH1714* NAVD 88 ORTHO HEIGHT -    49.5   (meters)      162.    (feet) VERTCON
 PH1714  ______________________________________________________________________
 PH1714  GEOID HEIGHT    -        -31.123 (meters)                     EGM08
 PH1714  HORZ ORDER      -  THIRD
 PH1714
 PH1714.The positional and height information provided upon this datasheet are not
 PH1714.officially recognized by the Government of Canada, provincial governments
 PH1714.within Canada, nor are they intended to replace or substitute for them.
 PH1714.The intent of sharing this data is to allow access to positions or heights
 PH1714.recognized by the United States Government. Passive control that is used by
 PH1714.both nations may share the same or similar designations or descriptions but
 PH1714.do not share official positions or heights. The 'Station Description' may
 PH1714.originate from a Canadian 'Station Report' and if so contains information
 PH1714.licensed under the 'Open Government License - Canada'.
 PH1714
 PH1714.The horizontal coordinates were established by classical geodetic methods
 PH1714.and adjusted by the National Geodetic Survey in January 1999.
 PH1714
 PH1714.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH1714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH1714
 PH1714.Significant digits in the geoid height do not necessarily reflect accuracy.
 PH1714
 PH1714.Click photographs - Photos may exist for this station.
 PH1714
 PH1714. The following values were computed from the NAD 83(1996) position.
 PH1714
 PH1714;                    North         East     Units Scale Factor Converg.
 PH1714;UTM  18      - 4,982,952.173   530,531.521   MT  0.99961146   +0 16 26.1
 PH1714
 PH1714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1714!UTM  18      -   0.99999712  x   0.99961146  =   0.99960858
 PH1714
 PH1714:                Primary Azimuth Mark                     Grid Az
 PH1714:UTM  18      -  MONUMENT 765                             090 11 54.1
 PH1714
 PH1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ3053182952(NAD 83)
 PH1714
 PH1714|---------------------------------------------------------------------|
 PH1714| PID    Reference Object                     Distance      Geod. Az  |
 PH1714|                                                           dddmmss.s |
 PH1714| PH1713 MONUMENT 765                        APPROX. 0.6 KM 0902820.2 |
 PH1714|---------------------------------------------------------------------|
 PH1714
 PH1714                          SUPERSEDED SURVEY CONTROL
 PH1714
 PH1714  NAD 83(1986)-  44 59 57.68735(N)    074 36 45.45269(W) AD(       ) 3
 PH1714  NAD 27      -  44 59 57.50048(N)    074 36 46.81416(W) AD(       ) 3
 PH1714  USSD        -  44 59 57.98000(N)    074 36 46.61000(W) AD(       ) 3
 PH1714  NGVD 29 (07/19/86)   49.6    (m)          163.     (f) VERT ANG       
 PH1714
 PH1714.Superseded values are not recommended for survey control.
 PH1714
 PH1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1714.See file dsdata.pdf to determine how the superseded data were derived.
 PH1714
 PH1714_MARKER: Z = SEE DESCRIPTION
 PH1714_SETTING: 0 = UNSPECIFIED SETTING
 PH1714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1714
 PH1714  HISTORY     - Date     Condition        Report By
 PH1714  HISTORY     - 1845     MONUMENTED       IBC
 PH1714  HISTORY     - 1941     POOR             IBC
 PH1714  HISTORY     - 1954     POOR             IBC
 PH1714  HISTORY     - 1963     POOR             IBC
 PH1714
 PH1714                          STATION DESCRIPTION
 PH1714
 PH1714'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 PH1714'STATION MARK--A GRANITE POST ABOUT 60 INCHES HIGH SET IN A
 PH1714'CONCRETE BASE 3X3X5 FEET DEEP.
 PH1714'
 PH1714'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 PH1714
 PH1714                          STATION RECOVERY (1941)
 PH1714
 PH1714'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (FHB)
 PH1714'REPAIR WORK WAS CARRIED OUT ON MONUMENT IN 1941.
 PH1714
 PH1714                          STATION RECOVERY (1954)
 PH1714
 PH1714'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1954 (DFC)
 PH1714'REPAIR WORK WAS CARRIED OUT ON MONUMENT IN 1954.
 PH1714
 PH1714                          STATION RECOVERY (1963)
 PH1714
 PH1714'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963 (NWS)
 PH1714'REPAIR WORK WAS CARRIED OUT ON MONUMENT IN 1963.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PH1715 ***********************************************************************
 PH1715  DESIGNATION -  MONUMENT 767
 PH1715  PID         -  PH1715
 PH1715  STATE/COUNTY-  PQ/LE HAUT SAINT LAURENT
 PH1715  COUNTRY     -  CANADA
 PH1715  NTS MAPSHEET-  031B15 (2020)
 PH1715
 PH1715                         *CURRENT SURVEY CONTROL
 PH1715  ______________________________________________________________________
 PH1715* NAD 83(1996) POSITION- 44 59 57.84354(N) 074 37 13.26891(W)   ADJUSTED
 PH1715* NAVD 88 ORTHO HEIGHT -    50.1   (meters)      164.    (feet) VERTCON
 PH1715  ______________________________________________________________________
 PH1715  GEOID HEIGHT    -        -31.142 (meters)                     EGM08
 PH1715  HORZ ORDER      -  THIRD
 PH1715
 PH1715.The positional and height information provided upon this datasheet are not
 PH1715.officially recognized by the Government of Canada, provincial governments
 PH1715.within Canada, nor are they intended to replace or substitute for them.
 PH1715.The intent of sharing this data is to allow access to positions or heights
 PH1715.recognized by the United States Government. Passive control that is used by
 PH1715.both nations may share the same or similar designations or descriptions but
 PH1715.do not share official positions or heights. The 'Station Description' may
 PH1715.originate from a Canadian 'Station Report' and if so contains information
 PH1715.licensed under the 'Open Government License - Canada'.
 PH1715
 PH1715.The horizontal coordinates were established by classical geodetic methods
 PH1715.and adjusted by the National Geodetic Survey in January 1999.
 PH1715
 PH1715.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH1715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH1715
 PH1715.Significant digits in the geoid height do not necessarily reflect accuracy.
 PH1715
 PH1715.Click photographs - Photos may exist for this station.
 PH1715
 PH1715. The following values were computed from the NAD 83(1996) position.
 PH1715
 PH1715;                    North         East     Units Scale Factor Converg.
 PH1715;UTM  18      - 4,982,953.955   529,922.344   MT  0.99961101   +0 16 06.4
 PH1715
 PH1715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1715!UTM  18      -   0.99999703  x   0.99961101  =   0.99960804
 PH1715
 PH1715:                Primary Azimuth Mark                     Grid Az
 PH1715:UTM  18      -  MONUMENT 766                             090 10 03.6
 PH1715
 PH1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ2992282953(NAD 83)
 PH1715
 PH1715|---------------------------------------------------------------------|
 PH1715| PID    Reference Object                     Distance      Geod. Az  |
 PH1715|                                                           dddmmss.s |
 PH1715| PH1714 MONUMENT 766                        APPROX. 0.6 KM 0902610.0 |
 PH1715| PH1735 MON.767 ECC                         394.500 METERS 27105     |
 PH1715|---------------------------------------------------------------------|
 PH1715
 PH1715                          SUPERSEDED SURVEY CONTROL
 PH1715
 PH1715  NAD 83(1986)-  44 59 57.83832(N)    074 37 13.27636(W) AD(       ) 3
 PH1715  NAD 27      -  44 59 57.65000(N)    074 37 14.64000(W) AD(       ) 3
 PH1715  USSD        -  44 59 58.13000(N)    074 37 14.41000(W) AD(       ) 3
 PH1715  NGVD 29 (07/19/86)   50.2    (m)          165.     (f) VERT ANG       
 PH1715
 PH1715.Superseded values are not recommended for survey control.
 PH1715
 PH1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1715.See file dsdata.pdf to determine how the superseded data were derived.
 PH1715
 PH1715_MARKER: Z = SEE DESCRIPTION
 PH1715_SETTING: 0 = UNSPECIFIED SETTING
 PH1715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1715
 PH1715  HISTORY     - Date     Condition        Report By
 PH1715  HISTORY     - 1845     MONUMENTED       IBC
 PH1715  HISTORY     - 1970     POOR             IBC
 PH1715  HISTORY     - 1975     POOR             IBC
 PH1715
 PH1715                          STATION DESCRIPTION
 PH1715
 PH1715'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 PH1715'STATION MARK--A GRANITE POST ABOUT 60 INCHES HIGH SET IN A
 PH1715'CONCRETE BASE 3X3X5 FEET DEEP.
 PH1715'
 PH1715'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 PH1715
 PH1715                          STATION RECOVERY (1970)
 PH1715
 PH1715'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1970 (HGD)
 PH1715'REPAIR WORK WAS CARRIED OUT ON MONUMENT IN 1970.
 PH1715
 PH1715                          STATION RECOVERY (1975)
 PH1715
 PH1715'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (NP)
 PH1715'MONUMENT WAS COMPLETELY REBUILT IN 1975.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PH1736 ***********************************************************************
 PH1736  DESIGNATION -  MONUMENT 768
 PH1736  PID         -  PH1736
 PH1736  STATE/COUNTY-  PQ/LE HAUT SAINT LAURENT
 PH1736  COUNTRY     -  CANADA
 PH1736  NTS MAPSHEET-  031B15 (2020)
 PH1736
 PH1736                         *CURRENT SURVEY CONTROL
 PH1736  ______________________________________________________________________
 PH1736* NAD 83(1996) POSITION- 44 59 57.99985(N) 074 37 41.93053(W)   ADJUSTED
 PH1736* NAVD 88 ORTHO HEIGHT -    50.4   (meters)      165.    (feet) VERTCON
 PH1736  ______________________________________________________________________
 PH1736  GEOID HEIGHT    -        -31.162 (meters)                     EGM08
 PH1736  HORZ ORDER      -  THIRD
 PH1736
 PH1736.The positional and height information provided upon this datasheet are not
 PH1736.officially recognized by the Government of Canada, provincial governments
 PH1736.within Canada, nor are they intended to replace or substitute for them.
 PH1736.The intent of sharing this data is to allow access to positions or heights
 PH1736.recognized by the United States Government. Passive control that is used by
 PH1736.both nations may share the same or similar designations or descriptions but
 PH1736.do not share official positions or heights. The 'Station Description' may
 PH1736.originate from a Canadian 'Station Report' and if so contains information
 PH1736.licensed under the 'Open Government License - Canada'.
 PH1736
 PH1736.The horizontal coordinates were established by classical geodetic methods
 PH1736.and adjusted by the National Geodetic Survey in January 1999.
 PH1736
 PH1736.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH1736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH1736
 PH1736.Significant digits in the geoid height do not necessarily reflect accuracy.
 PH1736
 PH1736.Click photographs - Photos may exist for this station.
 PH1736
 PH1736. The following values were computed from the NAD 83(1996) position.
 PH1736
 PH1736;                    North         East     Units Scale Factor Converg.
 PH1736;UTM  18      - 4,982,955.869   529,294.823   MT  0.99961055   +0 15 46.2
 PH1736
 PH1736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1736!UTM  18      -   0.99999698  x   0.99961055  =   0.99960754
 PH1736
 PH1736:                Primary Azimuth Mark                     Grid Az
 PH1736:UTM  18      -  MONUMENT 769                             269 45 31.7
 PH1736
 PH1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ2929482955(NAD 83)
 PH1736
 PH1736|---------------------------------------------------------------------|
 PH1736| PID    Reference Object                     Distance      Geod. Az  |
 PH1736|                                                           dddmmss.s |
 PH1736| PH1735 MON.767 ECC                         233.334 METERS 08922     |
 PH1736| PH1737 MONUMENT 769                        436.815 METERS 2700117.9 |
 PH1736|---------------------------------------------------------------------|
 PH1736
 PH1736                          SUPERSEDED SURVEY CONTROL
 PH1736
 PH1736  NAD 83(1986)-  44 59 57.99439(N)    074 37 41.93796(W) AD(       ) 3
 PH1736  NAD 27      -  44 59 57.80448(N)    074 37 43.29879(W) AD(       ) 3
 PH1736  USSD        -  44 59 58.28000(N)    074 37 43.07000(W) AD(       ) 3
 PH1736  NGVD 29 (07/19/86)   50.5    (m)          166.     (f) VERT ANG       
 PH1736
 PH1736.Superseded values are not recommended for survey control.
 PH1736
 PH1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1736.See file dsdata.pdf to determine how the superseded data were derived.
 PH1736
 PH1736_MARKER: Z = SEE DESCRIPTION
 PH1736_SETTING: 0 = UNSPECIFIED SETTING
 PH1736_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1736
 PH1736  HISTORY     - Date     Condition        Report By
 PH1736  HISTORY     - 1845     MONUMENTED       IBC
 PH1736  HISTORY     - 1970     POOR             IBC
 PH1736  HISTORY     - 1975     POOR             IBC
 PH1736
 PH1736                          STATION DESCRIPTION
 PH1736
 PH1736'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 PH1736'STATION MARK--A GRANITE POST ABOUT 60 INCHES HIGH SET IN A
 PH1736'CONCRETE BASE 3X3X5 FEET DEEP.
 PH1736'
 PH1736'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 PH1736
 PH1736                          STATION RECOVERY (1970)
 PH1736
 PH1736'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1970 (HGD)
 PH1736'REPAIR WORK WAS CARRIED OUT ON MONUMENT IN 1970.
 PH1736
 PH1736                          STATION RECOVERY (1975)
 PH1736
 PH1736'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (NP)
 PH1736'MONUMENT WAS COMPLETELY REBUILT IN 1975.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PH1737 ***********************************************************************
 PH1737  DESIGNATION -  MONUMENT 769
 PH1737  PID         -  PH1737
 PH1737  STATE/COUNTY-  PQ/LE HAUT SAINT LAURENT
 PH1737  COUNTRY     -  CANADA
 PH1737  NTS MAPSHEET-  031B15 (2020)
 PH1737
 PH1737                         *CURRENT SURVEY CONTROL
 PH1737  ______________________________________________________________________
 PH1737* NAD 83(1996) POSITION- 44 59 58.00471(N) 074 38 01.87451(W)   ADJUSTED
 PH1737* NAVD 88 ORTHO HEIGHT -    59.9   (meters)      197.    (feet) VERTCON
 PH1737  ______________________________________________________________________
 PH1737  GEOID HEIGHT    -        -31.175 (meters)                     EGM08
 PH1737  HORZ ORDER      -  THIRD
 PH1737
 PH1737.The positional and height information provided upon this datasheet are not
 PH1737.officially recognized by the Government of Canada, provincial governments
 PH1737.within Canada, nor are they intended to replace or substitute for them.
 PH1737.The intent of sharing this data is to allow access to positions or heights
 PH1737.recognized by the United States Government. Passive control that is used by
 PH1737.both nations may share the same or similar designations or descriptions but
 PH1737.do not share official positions or heights. The 'Station Description' may
 PH1737.originate from a Canadian 'Station Report' and if so contains information
 PH1737.licensed under the 'Open Government License - Canada'.
 PH1737
 PH1737.The horizontal coordinates were established by classical geodetic methods
 PH1737.and adjusted by the National Geodetic Survey in January 1999.
 PH1737
 PH1737.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH1737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH1737
 PH1737.Significant digits in the geoid height do not necessarily reflect accuracy.
 PH1737
 PH1737.Click photographs - Photos may exist for this station.
 PH1737
 PH1737. The following values were computed from the NAD 83(1996) position.
 PH1737
 PH1737;                    North         East     Units Scale Factor Converg.
 PH1737;UTM  18      - 4,982,954.031   528,858.182   MT  0.99961024   +0 15 32.1
 PH1737
 PH1737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1737!UTM  18      -   0.99999550  x   0.99961024  =   0.99960574
 PH1737
 PH1737:                Primary Azimuth Mark                     Grid Az
 PH1737:UTM  18      -  MONUMENT 768                             089 45 31.7
 PH1737
 PH1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ2885882954(NAD 83)
 PH1737
 PH1737|---------------------------------------------------------------------|
 PH1737| PID    Reference Object                     Distance      Geod. Az  |
 PH1737|                                                           dddmmss.s |
 PH1737| PH1736 MONUMENT 768                        436.815 METERS 0900103.8 |
 PH1737| PH1738 MONUMENT 770 75                     234.601 METERS 27000     |
 PH1737|---------------------------------------------------------------------|
 PH1737
 PH1737                          SUPERSEDED SURVEY CONTROL
 PH1737
 PH1737  NAD 83(1986)-  44 59 57.99909(N)    074 38 01.88192(W) AD(       ) 3
 PH1737  NAD 27      -  44 59 57.80804(N)    074 38 03.24101(W) AD(       ) 3
 PH1737  USSD        -  44 59 58.28000(N)    074 38 03.01000(W) AD(       ) 3
 PH1737  NGVD 29 (07/19/86)   60.0    (m)          197.     (f) VERT ANG       
 PH1737
 PH1737.Superseded values are not recommended for survey control.
 PH1737
 PH1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1737.See file dsdata.pdf to determine how the superseded data were derived.
 PH1737
 PH1737_MARKER: Z = SEE DESCRIPTION
 PH1737_SETTING: 0 = UNSPECIFIED SETTING
 PH1737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1737
 PH1737  HISTORY     - Date     Condition        Report By
 PH1737  HISTORY     - 1845     MONUMENTED       IBC
 PH1737  HISTORY     - 1980     GOOD             IBC
 PH1737
 PH1737                          STATION DESCRIPTION
 PH1737
 PH1737'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 PH1737'STATION MARK--A GRANITE POST ABOUT 60 INCHES HIGH SET IN A
 PH1737'CONCRETE BASE 3X3X5 FEET DEEP.
 PH1737'
 PH1737'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 PH1737
 PH1737                          STATION RECOVERY (1980)
 PH1737
 PH1737'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (DD)
 PH1737'MONUMENT WAS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PH1739 ***********************************************************************
 PH1739  DESIGNATION -  MONUMENT 770
 PH1739  PID         -  PH1739
 PH1739  STATE/COUNTY-  PQ/LE HAUT SAINT LAURENT
 PH1739  COUNTRY     -  CANADA
 PH1739  NTS MAPSHEET-  031B15 (2020)
 PH1739
 PH1739                         *CURRENT SURVEY CONTROL
 PH1739  ______________________________________________________________________
 PH1739* NAD 83(1996) POSITION- 44 59 58.00542(N) 074 38 13.05977(W)   ADJUSTED
 PH1739* NAVD 88 ORTHO HEIGHT -    48.    (meters)      157.    (feet) SCALED
 PH1739  ______________________________________________________________________
 PH1739  GEOID HEIGHT    -        -31.183 (meters)                     EGM08
 PH1739  HORZ ORDER      -  THIRD
 PH1739
 PH1739.The positional and height information provided upon this datasheet are not
 PH1739.officially recognized by the Government of Canada, provincial governments
 PH1739.within Canada, nor are they intended to replace or substitute for them.
 PH1739.The intent of sharing this data is to allow access to positions or heights
 PH1739.recognized by the United States Government. Passive control that is used by
 PH1739.both nations may share the same or similar designations or descriptions but
 PH1739.do not share official positions or heights. The 'Station Description' may
 PH1739.originate from a Canadian 'Station Report' and if so contains information
 PH1739.licensed under the 'Open Government License - Canada'.
 PH1739
 PH1739.The horizontal coordinates were established by classical geodetic methods
 PH1739.and adjusted by the National Geodetic Survey in January 1999.
 PH1739
 PH1739.The orthometric height was scaled from a topographic map.
 PH1739
 PH1739.Significant digits in the geoid height do not necessarily reflect accuracy.
 PH1739
 PH1739.Click photographs - Photos may exist for this station.
 PH1739
 PH1739. The following values were computed from the NAD 83(1996) position.
 PH1739
 PH1739;                    North         East     Units Scale Factor Converg.
 PH1739;UTM  18      - 4,982,952.951   528,613.299   MT  0.99961007   +0 15 24.1
 PH1739
 PH1739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1739!UTM  18      -   0.99999738  x   0.99961007  =   0.99960745
 PH1739
 PH1739:                Primary Azimuth Mark                     Grid Az
 PH1739:UTM  18      -  MONUMENT 771                             269 45 17.4
 PH1739
 PH1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ2861382952(NAD 83)
 PH1739
 PH1739|---------------------------------------------------------------------|
 PH1739| PID    Reference Object                     Distance      Geod. Az  |
 PH1739|                                                           dddmmss.s |
 PH1739| PH1737 MONUMENT 769                        244.981 METERS 09000     |
 PH1739| PH1742 MONUMENT 771                        APPROX. 0.8 KM 2700041.5 |
 PH1739|---------------------------------------------------------------------|
 PH1739
 PH1739                          SUPERSEDED SURVEY CONTROL
 PH1739
 PH1739  NAD 83(1986)-  44 59 57.99969(N)    074 38 13.06699(W) AD(       ) 3
 PH1739  NAD 27      -  44 59 57.80804(N)    074 38 14.43601(W) AD(       ) 3
 PH1739  USSD        -  44 59 58.28000(N)    074 38 14.19000(W) AD(       ) 3
 PH1739
 PH1739.Superseded values are not recommended for survey control.
 PH1739
 PH1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1739.See file dsdata.pdf to determine how the superseded data were derived.
 PH1739
 PH1739_MARKER: Z = SEE DESCRIPTION
 PH1739_SETTING: 0 = UNSPECIFIED SETTING
 PH1739_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1739
 PH1739  HISTORY     - Date     Condition        Report By
 PH1739  HISTORY     - 1845     MONUMENTED       IBC
 PH1739  HISTORY     - 1941     POOR             IBC
 PH1739  HISTORY     - 1954     POOR             IBC
 PH1739  HISTORY     - 1970     POOR             IBC
 PH1739  HISTORY     - 1975     POOR             IBC
 PH1739
 PH1739                          STATION DESCRIPTION
 PH1739
 PH1739'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 PH1739'STATION MARK--A GRANITE POST ABOUT 60 INCHES HIGH SET IN A
 PH1739'CONCRETE BASE 3X3X5 FEET DEEP.
 PH1739
 PH1739                          STATION RECOVERY (1941)
 PH1739
 PH1739'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (FHB)
 PH1739'REPAIR WORK WAS CARRIED OUT ON MONUMENT IN 1941.
 PH1739
 PH1739                          STATION RECOVERY (1954)
 PH1739
 PH1739'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1954 (DFC)
 PH1739'REPAIR WORK WAS CARRIED OUT ON MONUMENT IN 1954.
 PH1739
 PH1739                          STATION RECOVERY (1970)
 PH1739
 PH1739'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1970 (HGD)
 PH1739'REPAIR WORK WAS CARRIED OUT ON MONUMENT IN 1970.
 PH1739
 PH1739                          STATION RECOVERY (1975)
 PH1739
 PH1739'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (NP)
 PH1739'MONUMENT WAS MOVED IN 1975. SEE MONUMENT 770-75.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PH1738 ***********************************************************************
 PH1738  DESIGNATION -  MONUMENT 770 75
 PH1738  PID         -  PH1738
 PH1738  STATE/COUNTY-  PQ/LE HAUT SAINT LAURENT
 PH1738  COUNTRY     -  CANADA
 PH1738  NTS MAPSHEET-  031B15 (2020)
 PH1738
 PH1738                         *CURRENT SURVEY CONTROL
 PH1738  ______________________________________________________________________
 PH1738* NAD 83(1996) POSITION- 44 59 58.00531(N) 074 38 12.58587(W)   ADJUSTED
 PH1738* NAVD 88 ORTHO HEIGHT -    48.2   (meters)      158.    (feet) VERTCON
 PH1738  ______________________________________________________________________
 PH1738  GEOID HEIGHT    -        -31.182 (meters)                     EGM08
 PH1738  HORZ ORDER      -  THIRD
 PH1738
 PH1738.The positional and height information provided upon this datasheet are not
 PH1738.officially recognized by the Government of Canada, provincial governments
 PH1738.within Canada, nor are they intended to replace or substitute for them.
 PH1738.The intent of sharing this data is to allow access to positions or heights
 PH1738.recognized by the United States Government. Passive control that is used by
 PH1738.both nations may share the same or similar designations or descriptions but
 PH1738.do not share official positions or heights. The 'Station Description' may
 PH1738.originate from a Canadian 'Station Report' and if so contains information
 PH1738.licensed under the 'Open Government License - Canada'.
 PH1738
 PH1738.The horizontal coordinates were established by classical geodetic methods
 PH1738.and adjusted by the National Geodetic Survey in January 1999.
 PH1738
 PH1738.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH1738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH1738
 PH1738.Significant digits in the geoid height do not necessarily reflect accuracy.
 PH1738
 PH1738.Click photographs - Photos may exist for this station.
 PH1738
 PH1738. The following values were computed from the NAD 83(1996) position.
 PH1738
 PH1738;                    North         East     Units Scale Factor Converg.
 PH1738;UTM  18      - 4,982,952.994   528,623.674   MT  0.99961007   +0 15 24.5
 PH1738
 PH1738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1738!UTM  18      -   0.99999733  x   0.99961007  =   0.99960740
 PH1738
 PH1738:                Primary Azimuth Mark                     Grid Az
 PH1738:UTM  18      -  MON.770 75 ECC                           269 43 20.9
 PH1738
 PH1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ2862382952(NAD 83)
 PH1738
 PH1738|---------------------------------------------------------------------|
 PH1738| PID    Reference Object                     Distance      Geod. Az  |
 PH1738|                                                           dddmmss.s |
 PH1738| PH1737 MONUMENT 769                        234.601 METERS 09000     |
 PH1738| PH1740 MON.770 75 ECC                      APPROX. 0.8 KM 2695845.4 |
 PH1738|---------------------------------------------------------------------|
 PH1738
 PH1738                          SUPERSEDED SURVEY CONTROL
 PH1738
 PH1738  NAD 83(1986)-  44 59 57.99960(N)    074 38 12.59260(W) AD(       ) 3
 PH1738  NAD 27      -  44 59 57.80795(N)    074 38 13.97229(W) AD(       ) 3
 PH1738  NGVD 29 (07/19/86)   48.3    (m)          158.     (f) VERT ANG       
 PH1738
 PH1738.Superseded values are not recommended for survey control.
 PH1738
 PH1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1738.See file dsdata.pdf to determine how the superseded data were derived.
 PH1738
 PH1738_MARKER: Z = SEE DESCRIPTION
 PH1738_SETTING: 0 = UNSPECIFIED SETTING
 PH1738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1738
 PH1738  HISTORY     - Date     Condition        Report By
 PH1738  HISTORY     - 1975     MONUMENTED       IBC
 PH1738  HISTORY     - 1980     GOOD             IBC
 PH1738
 PH1738                          STATION DESCRIPTION
 PH1738
 PH1738'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (NP)
 PH1738'STATION MARK--A GRANITE POST ABOUT 60 INCHES HIGH SET IN A
 PH1738'CONCRETE BASE 3X3X5 FEET DEEP.
 PH1738'
 PH1738'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 PH1738
 PH1738                          STATION RECOVERY (1980)
 PH1738
 PH1738'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (DD)
 PH1738'MONUMENT WAS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PH1742 ***********************************************************************
 PH1742  DESIGNATION -  MONUMENT 771
 PH1742  PID         -  PH1742
 PH1742  STATE/COUNTY-  PQ/LE HAUT SAINT LAURENT
 PH1742  COUNTRY     -  CANADA
 PH1742  NTS MAPSHEET-  031B15 (2020)
 PH1742
 PH1742                         *CURRENT SURVEY CONTROL
 PH1742  ______________________________________________________________________
 PH1742* NAD 83(1996) POSITION- 44 59 58.00896(N) 074 38 48.55059(W)   ADJUSTED
 PH1742* NAVD 88 ORTHO HEIGHT -    50.6   (meters)      166.    (feet) VERTCON
 PH1742  ______________________________________________________________________
 PH1742  GEOID HEIGHT    -        -31.206 (meters)                     EGM08
 PH1742  HORZ ORDER      -  THIRD
 PH1742
 PH1742.The positional and height information provided upon this datasheet are not
 PH1742.officially recognized by the Government of Canada, provincial governments
 PH1742.within Canada, nor are they intended to replace or substitute for them.
 PH1742.The intent of sharing this data is to allow access to positions or heights
 PH1742.recognized by the United States Government. Passive control that is used by
 PH1742.both nations may share the same or similar designations or descriptions but
 PH1742.do not share official positions or heights. The 'Station Description' may
 PH1742.originate from a Canadian 'Station Report' and if so contains information
 PH1742.licensed under the 'Open Government License - Canada'.
 PH1742
 PH1742.The horizontal coordinates were established by classical geodetic methods
 PH1742.and adjusted by the National Geodetic Survey in January 1999.
 PH1742
 PH1742.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH1742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH1742
 PH1742.Significant digits in the geoid height do not necessarily reflect accuracy.
 PH1742
 PH1742.Click photographs - Photos may exist for this station.
 PH1742
 PH1742. The following values were computed from the NAD 83(1996) position.
 PH1742
 PH1742;                    North         East     Units Scale Factor Converg.
 PH1742;UTM  18      - 4,982,949.626   527,836.285   MT  0.99960953   +0 14 59.0
 PH1742
 PH1742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1742!UTM  18      -   0.99999696  x   0.99960953  =   0.99960649
 PH1742
 PH1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ2783682949(NAD 83)
 PH1742
 PH1742                          SUPERSEDED SURVEY CONTROL
 PH1742
 PH1742  NAD 83(1986)-  44 59 58.00294(N)    074 38 48.55730(W) AD(       ) 3
 PH1742  NAD 27      -  44 59 57.80933(N)    074 38 49.93575(W) AD(       ) 3
 PH1742  USSD        -  44 59 58.37000(N)    074 38 49.67000(W) AD(       ) 3
 PH1742  NGVD 29 (07/19/86)   50.7    (m)          166.     (f) VERT ANG       
 PH1742
 PH1742.Superseded values are not recommended for survey control.
 PH1742
 PH1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1742.See file dsdata.pdf to determine how the superseded data were derived.
 PH1742
 PH1742_MARKER: Z = SEE DESCRIPTION
 PH1742_SETTING: 0 = UNSPECIFIED SETTING
 PH1742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1742
 PH1742  HISTORY     - Date     Condition        Report By
 PH1742  HISTORY     - 1845     MONUMENTED       IBC
 PH1742  HISTORY     - 1980     GOOD             IBC
 PH1742
 PH1742                          STATION DESCRIPTION
 PH1742
 PH1742'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 PH1742'STATION MARK--A GRANITE POST ABOUT 60 INCHES HIGH SET IN A
 PH1742'CONCRETE BASE 3X3X5 FEET DEEP.
 PH1742'
 PH1742'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 PH1742
 PH1742                          STATION RECOVERY (1980)
 PH1742
 PH1742'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (DD)
 PH1742'MONUMENT WAS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PH1743 ***********************************************************************
 PH1743  DESIGNATION -  MONUMENT 772
 PH1743  PID         -  PH1743
 PH1743  STATE/COUNTY-  PQ/LE HAUT SAINT LAURENT
 PH1743  COUNTRY     -  CANADA
 PH1743  NTS MAPSHEET-  031B15 (2020)
 PH1743
 PH1743                         *CURRENT SURVEY CONTROL
 PH1743  ______________________________________________________________________
 PH1743* NAD 83(1996) POSITION- 44 59 58.00735(N) 074 39 06.66444(W)   ADJUSTED
 PH1743* NAVD 88 ORTHO HEIGHT -    58.2   (meters)      191.    (feet) VERTCON
 PH1743  ______________________________________________________________________
 PH1743  GEOID HEIGHT    -        -31.217 (meters)                     EGM08
 PH1743  HORZ ORDER      -  THIRD
 PH1743
 PH1743.The positional and height information provided upon this datasheet are not
 PH1743.officially recognized by the Government of Canada, provincial governments
 PH1743.within Canada, nor are they intended to replace or substitute for them.
 PH1743.The intent of sharing this data is to allow access to positions or heights
 PH1743.recognized by the United States Government. Passive control that is used by
 PH1743.both nations may share the same or similar designations or descriptions but
 PH1743.do not share official positions or heights. The 'Station Description' may
 PH1743.originate from a Canadian 'Station Report' and if so contains information
 PH1743.licensed under the 'Open Government License - Canada'.
 PH1743
 PH1743.The horizontal coordinates were established by classical geodetic methods
 PH1743.and adjusted by the National Geodetic Survey in January 1999.
 PH1743
 PH1743.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH1743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH1743
 PH1743.Significant digits in the geoid height do not necessarily reflect accuracy.
 PH1743
 PH1743.Click photographs - Photos may exist for this station.
 PH1743
 PH1743. The following values were computed from the NAD 83(1996) position.
 PH1743
 PH1743;                    North         East     Units Scale Factor Converg.
 PH1743;UTM  18      - 4,982,947.861   527,439.713   MT  0.99960926   +0 14 46.2
 PH1743
 PH1743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1743!UTM  18      -   0.99999577  x   0.99960926  =   0.99960503
 PH1743
 PH1743:                Primary Azimuth Mark                     Grid Az
 PH1743:UTM  18      -  MON.771 ECC                              082 08 37.7
 PH1743
 PH1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ2743982947(NAD 83)
 PH1743
 PH1743|---------------------------------------------------------------------|
 PH1743| PID    Reference Object                     Distance      Geod. Az  |
 PH1743|                                                           dddmmss.s |
 PH1743| PH1741 MON.771 ECC                         404.363 METERS 0822323.9 |
 PH1743|---------------------------------------------------------------------|
 PH1743
 PH1743                          SUPERSEDED SURVEY CONTROL
 PH1743
 PH1743  NAD 83(1986)-  44 59 58.00118(N)    074 39 06.67114(W) AD(       ) 3
 PH1743  NAD 27      -  44 59 57.80863(N)    074 39 08.04800(W) AD(       ) 3
 PH1743  USSD        -  44 59 58.27000(N)    074 39 07.78000(W) AD(       ) 3
 PH1743  NGVD 29 (07/19/86)   58.3    (m)          191.     (f) VERT ANG       
 PH1743
 PH1743.Superseded values are not recommended for survey control.
 PH1743
 PH1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1743.See file dsdata.pdf to determine how the superseded data were derived.
 PH1743
 PH1743_MARKER: Z = SEE DESCRIPTION
 PH1743_SETTING: 0 = UNSPECIFIED SETTING
 PH1743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1743
 PH1743  HISTORY     - Date     Condition        Report By
 PH1743  HISTORY     - 1845     MONUMENTED       IBC
 PH1743  HISTORY     - 1970     POOR             IBC
 PH1743  HISTORY     - 1975     POOR             IBC
 PH1743
 PH1743                          STATION DESCRIPTION
 PH1743
 PH1743'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1845
 PH1743'STATION MARK--A GRANITE POST ABOUT 60 INCHES HIGH SET IN A
 PH1743'CONCRETE BASE 3X3X5 FEET DEEP.
 PH1743'
 PH1743'NOTE--THIS DESCRIPTION HAS NOT BEEN FIELD CHECKED.
 PH1743
 PH1743                          STATION RECOVERY (1970)
 PH1743
 PH1743'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1970 (HGD)
 PH1743'REPAIR WORK WAS CARRIED OUT ON MONUMENT IN 1970.
 PH1743
 PH1743                          STATION RECOVERY (1975)
 PH1743
 PH1743'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (NP)
 PH1743'MONUMENT WAS COMPLETELY REBUILT IN 1975.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PH1744 ***********************************************************************
 PH1744  DESIGNATION -  MONUMENT 773 RESET
 PH1744  PID         -  PH1744
 PH1744  STATE/COUNTY-  PQ/LE HAUT SAINT LAURENT
 PH1744  COUNTRY     -  CANADA
 PH1744  NTS MAPSHEET-  031B15 (2020)
 PH1744
 PH1744                         *CURRENT SURVEY CONTROL
 PH1744  ______________________________________________________________________
 PH1744* NAD 83(1996) POSITION- 44 59 58.00753(N) 074 39 31.71854(W)   ADJUSTED
 PH1744* NAVD 88 ORTHO HEIGHT -    57.1   (meters)      187.    (feet) VERTCON
 PH1744  ______________________________________________________________________
 PH1744  GEOID HEIGHT    -        -31.233 (meters)                     EGM08
 PH1744  HORZ ORDER      -  THIRD
 PH1744
 PH1744.The positional and height information provided upon this datasheet are not
 PH1744.officially recognized by the Government of Canada, provincial governments
 PH1744.within Canada, nor are they intended to replace or substitute for them.
 PH1744.The intent of sharing this data is to allow access to positions or heights
 PH1744.recognized by the United States Government. Passive control that is used by
 PH1744.both nations may share the same or similar designations or descriptions but
 PH1744.do not share official positions or heights. The 'Station Description' may
 PH1744.originate from a Canadian 'Station Report' and if so contains information
 PH1744.licensed under the 'Open Government License - Canada'.
 PH1744
 PH1744.The horizontal coordinates were established by classical geodetic methods
 PH1744.and adjusted by the National Geodetic Survey in January 1999.
 PH1744
 PH1744.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH1744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH1744
 PH1744.Significant digits in the geoid height do not necessarily reflect accuracy.
 PH1744
 PH1744.Click photographs - Photos may exist for this station.
 PH1744
 PH1744. The following values were computed from the NAD 83(1996) position.
 PH1744
 PH1744;                    North         East     Units Scale Factor Converg.
 PH1744;UTM  18      - 4,982,945.533   526,891.195   MT  0.99960889   +0 14 28.5
 PH1744
 PH1744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1744!UTM  18      -   0.99999595  x   0.99960889  =   0.99960484
 PH1744
 PH1744:                Primary Azimuth Mark                     Grid Az
 PH1744:UTM  18      -  MONUMENT 772                             089 45 24.7
 PH1744
 PH1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ2689182945(NAD 83)
 PH1744
 PH1744|---------------------------------------------------------------------|
 PH1744| PID    Reference Object                     Distance      Geod. Az  |
 PH1744|                                                           dddmmss.s |
 PH1744| PH1743 MONUMENT 772                        APPROX. 0.5 KM 0895953.2 |
 PH1744| PH1718 MONUMENT 774                        155.951 METERS 26959     |
 PH1744|---------------------------------------------------------------------|
 PH1744
 PH1744                          SUPERSEDED SURVEY CONTROL
 PH1744
 PH1744  NAD 83(1986)-  44 59 58.00115(N)    074 39 31.72522(W) AD(       ) 3
 PH1744  NAD 27      -  44 59 57.81000(N)    074 39 33.10000(W) AD(       ) 3
 PH1744  NGVD 29 (07/19/86)   57.2    (m)          188.     (f) VERT ANG       
 PH1744
 PH1744.Superseded values are not recommended for survey control.
 PH1744
 PH1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1744.See file dsdata.pdf to determine how the superseded data were derived.
 PH1744
 PH1744_MARKER: V = STONE MONUMENT
 PH1744_SETTING: 0 = UNSPECIFIED SETTING
 PH1744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1744
 PH1744  HISTORY     - Date     Condition        Report By
 PH1744  HISTORY     - 1975     MONUMENTED       IBC
 PH1744
 PH1744                          STATION DESCRIPTION
 PH1744
 PH1744'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1975 (NP)
 PH1744'A NEW ELEVATION WAS DETERMINED FOR MONUMENT IN 1975.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PH1718 ***********************************************************************
 PH1718  DESIGNATION -  MONUMENT 774
 PH1718  PID         -  PH1718
 PH1718  STATE/COUNTY-  PQ/LE HAUT SAINT LAURENT
 PH1718  COUNTRY     -  CANADA
 PH1718  NTS MAPSHEET-  031B15 (2020)
 PH1718
 PH1718                         *CURRENT SURVEY CONTROL
 PH1718  ______________________________________________________________________
 PH1718* NAD 83(1996) POSITION- 44 59 58.00595(N) 074 39 38.83890(W)   ADJUSTED
 PH1718* NAVD 88 ORTHO HEIGHT -    51.1   (meters)      168.    (feet) VERTCON
 PH1718  ______________________________________________________________________
 PH1718  GEOID HEIGHT    -        -31.238 (meters)                     EGM08
 PH1718  HORZ ORDER      -  THIRD
 PH1718
 PH1718.The positional and height information provided upon this datasheet are not
 PH1718.officially recognized by the Government of Canada, provincial governments
 PH1718.within Canada, nor are they intended to replace or substitute for them.
 PH1718.The intent of sharing this data is to allow access to positions or heights
 PH1718.recognized by the United States Government. Passive control that is used by
 PH1718.both nations may share the same or similar designations or descriptions but
 PH1718.do not share official positions or heights. The 'Station Description' may
 PH1718.originate from a Canadian 'Station Report' and if so contains information
 PH1718.licensed under the 'Open Government License - Canada'.
 PH1718
 PH1718.The horizontal coordinates were established by classical geodetic methods
 PH1718.and adjusted by the National Geodetic Survey in January 1999.
 PH1718
 PH1718.The NAVD 88 height was computed by applying the VERTCON shift value to
 PH1718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PH1718
 PH1718.Significant digits in the geoid height do not necessarily reflect accuracy.
 PH1718
 PH1718.Click photographs - Photos may exist for this station.
 PH1718
 PH1718. The following values were computed from the NAD 83(1996) position.
 PH1718
 PH1718;                    North         East     Units Scale Factor Converg.
 PH1718;UTM  18      - 4,982,944.830   526,735.306   MT  0.99960879   +0 14 23.5
 PH1718
 PH1718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1718!UTM  18      -   0.99999689  x   0.99960879  =   0.99960568
 PH1718
 PH1718:                Primary Azimuth Mark                     Grid Az
 PH1718:UTM  18      -  REF MON 3 59                             252 15 39.6
 PH1718
 PH1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ2673582944(NAD 83)
 PH1718
 PH1718|---------------------------------------------------------------------|
 PH1718| PID    Reference Object                     Distance      Geod. Az  |
 PH1718|                                                           dddmmss.s |
 PH1718| PH1744 MONUMENT 773 RESET                  155.951 METERS 08959     |
 PH1718| PH1719 REF MON 3 59                        APPROX. 1.6 KM 2523003.1 |
 PH1718|---------------------------------------------------------------------|
 PH1718
 PH1718                          SUPERSEDED SURVEY CONTROL
 PH1718
 PH1718  NAD 83(1986)-  44 59 57.99952(N)    074 39 38.84557(W) AD(       ) 3
 PH1718  NAD 27      -  44 59 57.80881(N)    074 39 40.22092(W) AD(       ) 3
 PH1718  USSD        -  44 59 58.28000(N)    074 39 39.95000(W) AD(       ) 3
 PH1718  NGVD 29 (07/19/86)   51.2    (m)          168.     (f) VERT ANG       
 PH1718
 PH1718.Superseded values are not recommended for survey control.
 PH1718
 PH1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1718.See file dsdata.pdf to determine how the superseded data were derived.
 PH1718
 PH1718_MARKER: V = STONE MONUMENT
 PH1718_SETTING: 0 = UNSPECIFIED SETTING
 PH1718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1718
 PH1718  HISTORY     - Date     Condition        Report By
 PH1718  HISTORY     - 1902     MONUMENTED       IBC
 PH1718  HISTORY     - 1959     SEE DESCRIPTION  IBC
 PH1718  HISTORY     - 1963     GOOD             IBC
 PH1718  HISTORY     - 1975     POOR             IBC
 PH1718  HISTORY     - 1980     SEE DESCRIPTION  IBC
 PH1718
 PH1718                          STATION DESCRIPTION
 PH1718
 PH1718'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1902
 PH1718'ON THE 45TH PARALLEL BOUNDARY LINE BETWEEN QUEBEC AND NEW YORK, ABOUT
 PH1718'50 FEET EAST OF THE ST LAWRENCE RIVER.  THE MONUMENT IS IN CULTIVATED
 PH1718'LAND ABOUT 25 FEET NORTH OF A WIRE FENCE RUNNING DOWN TO THE RIVER.
 PH1718'IT IS ONE OF THE STANDARD GRANITE MONUMENTS MARKING THE BOUNDARY ALONG
 PH1718'THE 45TH PARALLEL BOUNDARY.
 PH1718
 PH1718                          STATION RECOVERY (1959)
 PH1718
 PH1718'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PH1718'THE STATION WAS FOUND SLIGHTLY OUT OF PLUMB IN 1959.
 PH1718
 PH1718                          STATION RECOVERY (1963)
 PH1718
 PH1718'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963 (WMS)
 PH1718'STATION RECOVERED IN GOOD CONDITION.
 PH1718
 PH1718                          STATION RECOVERY (1975)
 PH1718
 PH1718'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (NP)
 PH1718'MONUMENT WAS COMPLETELY REBUILT IN 1975.
 PH1718
 PH1718                          STATION RECOVERY (1980)
 PH1718
 PH1718'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1980 (DD)
 PH1718'MONUMENT TILTED 2 CM SE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 OG0895 ***********************************************************************
 OG0895  DESIGNATION -  MOSES SUB
 OG0895  PID         -  OG0895
 OG0895  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 OG0895  COUNTRY     -  CANADA
 OG0895  NTS MAPSHEET-  NIAGARA (2020)
 OG0895
 OG0895                         *CURRENT SURVEY CONTROL
 OG0895  ______________________________________________________________________
 OG0895* NAD 83(1996) POSITION- 43 07 33.42808(N) 079 03 50.17186(W)   ADJUSTED
 OG0895* NAVD 88 ORTHO HEIGHT -   201.    (meters)      659.    (feet) SCALED
 OG0895  ______________________________________________________________________
 OG0895  GEOID HEIGHT    -        -36.433 (meters)                     EGM08
 OG0895  HORZ ORDER      -  THIRD
 OG0895
 OG0895.The positional and height information provided upon this datasheet are not
 OG0895.officially recognized by the Government of Canada, provincial governments
 OG0895.within Canada, nor are they intended to replace or substitute for them.
 OG0895.The intent of sharing this data is to allow access to positions or heights
 OG0895.recognized by the United States Government. Passive control that is used by
 OG0895.both nations may share the same or similar designations or descriptions but
 OG0895.do not share official positions or heights. The 'Station Description' may
 OG0895.originate from a Canadian 'Station Report' and if so contains information
 OG0895.licensed under the 'Open Government License - Canada'.
 OG0895
 OG0895.The horizontal coordinates were established by classical geodetic methods
 OG0895.and adjusted by the National Geodetic Survey in January 1999.
 OG0895
 OG0895.The orthometric height was scaled from a topographic map.
 OG0895
 OG0895.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0895
 OG0895.Click photographs - Photos may exist for this station.
 OG0895
 OG0895. The following values were computed from the NAD 83(1996) position.
 OG0895
 OG0895;                    North         East     Units Scale Factor Converg.
 OG0895;UTM  17      - 4,776,620.998   657,484.634   MT  0.99990510   +1 19 25.6
 OG0895
 OG0895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0895!UTM  17      -   0.99997422  x   0.99990510  =   0.99987932
 OG0895
 OG0895:                Primary Azimuth Mark                     Grid Az
 OG0895:UTM  17      -  BESS                                     067 18 16.0
 OG0895
 OG0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5748476620(NAD 83)
 OG0895
 OG0895|---------------------------------------------------------------------|
 OG0895| PID    Reference Object                     Distance      Geod. Az  |
 OG0895|                                                           dddmmss.s |
 OG0895| OG0814 BESS                                APPROX. 1.0 KM 0683741.6 |
 OG0895| OG0975 DEVEAUX                             375.299 METERS 14138     |
 OG0895| CZ4076 MOSES SUB RM 1                        9.400 METERS 22213     |
 OG0895| CZ4077 MOSES SUB RM 2                       23.865 METERS 28324     |
 OG0895|---------------------------------------------------------------------|
 OG0895
 OG0895                          SUPERSEDED SURVEY CONTROL
 OG0895
 OG0895  NAD 83(1986)-  43 07 33.43356(N)    079 03 50.16932(W) AD(       ) 3
 OG0895  NAD 27      -  43 07 33.23608(N)    079 03 51.00573(W) AD(       ) 3
 OG0895
 OG0895.Superseded values are not recommended for survey control.
 OG0895
 OG0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0895.See file dsdata.pdf to determine how the superseded data were derived.
 OG0895
 OG0895_MARKER: DD = SURVEY DISK
 OG0895_SETTING: 66 = SET IN ROCK OUTCROP
 OG0895
 OG0895  HISTORY     - Date     Condition        Report By
 OG0895  HISTORY     - 1941     MONUMENTED       IBC
 OG0895  HISTORY     - 1971     GOOD             IBC
 OG0895
 OG0895                          STATION DESCRIPTION
 OG0895
 OG0895'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 OG0895'ABOUT 3 MILES NORTH OF THE NIAGARA RIVER FALLS, ON THE HIGH CLIFF
 OG0895'OVERLOOKING THE NIAGARA RIVER.  THE STATION IS ABOUT 84 FEET FROM
 OG0895'NIAGARA BOULEVARD AND 30 FEET BACK FROM THE EDGE OF THE CLIFF.  IT IS
 OG0895'ABOUT 100 FEET NORTH OF THE FIRST HIGHWAY CURVE NORTH OF THE ENTRANCE
 OG0895'TO THE NORTH SIDE OF THE WHIRLPOOL AERIAL TRAMWAY AND 100 FEET SOUTH
 OG0895'OF THE CURVE SOUTH OF THE CREST OF THE HILL.  IT IS ABOUT MIDWAY
 OG0895'BETWEEN THE CLIFF AND THE ROADBED OF THE OLD NIAGARA GORGE RAILWAY.
 OG0895'
 OG0895'STATION MARK, AN IBC STANDARD BRONZE - DISK STATION MARK CEMENTED IN
 OG0895'A DRILL HOLE IN SOLID BEDROCK 8 INCHES UNDERGROUND.  THERE ARE TWO
 OG0895'REFERENCES.  NO 1 IS AN IBC STANDARD BRONZE - DISK REFERENCE MARK
 OG0895'CEMENTED IN AN OUTCROP OF ROCK BETWEEN THE OLD RAILWAY BED AND THE
 OG0895'EDGE OF THE CLIFF, WITH THE ARROW POINTING TOWARD THE STATION.  NO 2
 OG0895'IS THE TOP OF A DRILL SET IN A CONCRETE CYLINDER ABOUT 8 INCHES IN
 OG0895'DIAMETER.  IT IS ABOUT 15 FEET EAST OF THE EDGE OF THE HIGHWAY.
 OG0895
 OG0895                          STATION RECOVERY (1971)
 OG0895
 OG0895'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 OG0895'THE STATION AND REFERENCE NO 1 WERE RECOVERED.  TABLET FOUND IN GOOD
 OG0895'CONDITION.  REFERENCE NO 2 WAS NOT RECOVERED.  THE STATION IS 14
 OG0895'INCHES UNDERGROUND AND 11 FEET SOUTHEAST OF A STEEL, WITNESS POST
 OG0895'WITH METAL SIGN ATTACHED.  IT WAS REPORTED IN 1956 THAT ONLY THE
 OG0895'SHANK OF THE DISK REMAINED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 NC1602 ***********************************************************************
 NC1602  DESIGNATION -  NETTLE IWC
 NC1602  PID         -  NC1602
 NC1602  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 NC1602  COUNTRY     -  CANADA
 NC1602  NTS MAPSHEET-  FORT ERIE (2020)
 NC1602
 NC1602                         *CURRENT SURVEY CONTROL
 NC1602  ______________________________________________________________________
 NC1602* NAD 83(1996) POSITION- 42 56 47.84248(N) 078 55 57.69410(W)   ADJUSTED
 NC1602* NAVD 88 ORTHO HEIGHT -   175.    (meters)      574.    (feet) SCALED
 NC1602  ______________________________________________________________________
 NC1602  GEOID HEIGHT    -        -35.993 (meters)                     EGM08
 NC1602  HORZ ORDER      -  THIRD
 NC1602
 NC1602.The positional and height information provided upon this datasheet are not
 NC1602.officially recognized by the Government of Canada, provincial governments
 NC1602.within Canada, nor are they intended to replace or substitute for them.
 NC1602.The intent of sharing this data is to allow access to positions or heights
 NC1602.recognized by the United States Government. Passive control that is used by
 NC1602.both nations may share the same or similar designations or descriptions but
 NC1602.do not share official positions or heights. The 'Station Description' may
 NC1602.originate from a Canadian 'Station Report' and if so contains information
 NC1602.licensed under the 'Open Government License - Canada'.
 NC1602
 NC1602.The horizontal coordinates were established by classical geodetic methods
 NC1602.and adjusted by the National Geodetic Survey in January 1999.
 NC1602
 NC1602.The orthometric height was scaled from a topographic map.
 NC1602
 NC1602.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC1602
 NC1602.Click photographs - Photos may exist for this station.
 NC1602
 NC1602. The following values were computed from the NAD 83(1996) position.
 NC1602
 NC1602;                    North         East     Units Scale Factor Converg.
 NC1602;UTM  17      - 4,756,960.818   668,651.271   MT  0.99994992   +1 24 31.8
 NC1602
 NC1602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1602!UTM  17      -   0.99997823  x   0.99994992  =   0.99992815
 NC1602
 NC1602:                Primary Azimuth Mark                     Grid Az
 NC1602:UTM  17      -  PLEASANT                                 284 13 43.9
 NC1602
 NC1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6865156960(NAD 83)
 NC1602
 NC1602|---------------------------------------------------------------------|
 NC1602| PID    Reference Object                     Distance      Geod. Az  |
 NC1602|                                                           dddmmss.s |
 NC1602| NC1610 PLEASANT                            APPROX. 1.1 KM 2853815.7 |
 NC1602|---------------------------------------------------------------------|
 NC1602
 NC1602                          SUPERSEDED SURVEY CONTROL
 NC1602
 NC1602  NAD 83(1986)-  42 56 47.84842(N)    078 55 57.69155(W) AD(       ) 3
 NC1602  NAD 27      -  42 56 47.64105(N)    078 55 58.54605(W) AD(       ) 3
 NC1602
 NC1602.Superseded values are not recommended for survey control.
 NC1602
 NC1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1602.See file dsdata.pdf to determine how the superseded data were derived.
 NC1602
 NC1602_MARKER: Z = SEE DESCRIPTION
 NC1602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC1602+STABILITY: SURFACE MOTION
 NC1602
 NC1602  HISTORY     - Date     Condition        Report By
 NC1602  HISTORY     - 1909     MONUMENTED       IWC
 NC1602  HISTORY     - 1941     POOR             IBC
 NC1602  HISTORY     - 1971     MARK NOT FOUND   IBC
 NC1602
 NC1602                          STATION DESCRIPTION
 NC1602
 NC1602'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1909 (GCB)
 NC1602'THE STATION WAS ORIGINALLY DESCRIBED AS BEING ON THE WEST SIDE OF
 NC1602'THE NIAGARA RIVER ABOUT 1/3 MILE BELOW FRENCHMANS CREEK AND OPPOSITE
 NC1602'THE MIDDLE OF STRAWBERRY ISLAND, JUST WEST OF THE MACADAM ROAD AND
 NC1602'SOUTH OF AN OLD ORCHARD OWNED BY MR NETTLE.
 NC1602'
 NC1602'STATION MARK, THE CENTER OF A 3/8-INCH BRASS PLUG, SET 1 FOOT
 NC1602'BELOW THE SURFACE OF THE GROUND IN THE TOP OF A CONCRETE MONUMENT.  A
 NC1602'CONCRETE MARKER 8 INCHES IN DIAMETER AND MARKED---I.W.C. 1909---WAS
 NC1602'SET WITH ITS TOP FLUSH WITH THE GROUND 1.3 FEET SOUTH OF THE STATION.
 NC1602'AN APPLE TREE IN THE SOUTHWEST CORNER OF THE ORCHARD IS IN AZIMUTH
 NC1602'79 DEGREES 06 MINUTES, 162.5 FEET DISTANT.  AN APPLE TREE IN THE
 NC1602'SOUTHEAST CORNER OF THE ORCHARD (NEXT TO ROAD) IS IN AZIMUTH 137
 NC1602'DEGREES 46 MINUTES, 103.8 FEET DISTANT.
 NC1602
 NC1602                          STATION RECOVERY (1941)
 NC1602
 NC1602'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 NC1602'THE STATION MARK WAS RECOVERED ABOUT FLUSH WITH THE SURFACE OF THE
 NC1602'GROUND 2 FEET BELOW THE ROADBED IN THE BOTTOM OF THE DITCH ON THE
 NC1602'WEST SIDE OF THE ROAD.  ONE SIDE OF THE CONCRETE MONUMENT WAS
 NC1602'BROKEN AWAY ABOUT AN INCH FROM THE BRASS PLUG.  THE---MARKER---WAS
 NC1602'NOT FOUND.  THE STATION WAS FOUND 150 FEET NORTH OF THE SOUTH END OF
 NC1602'THE GUARD FENCE ON THE RIVER SIDE OF THE HIGHWAY AND 60 FEET SOUTH
 NC1602'OF A TURN - OFF TO THE WEST.  ON ACCOUNT OF THE APPARENT DISTURBANCE
 NC1602'OF THE STATION MARK AND THE OBSTRUCTION OF LINES OF SIGHT BY TREE
 NC1602'GROWTH THE STATION WAS NOT USED.  A NEW STATION,---NETTLE-SUB---, WAS
 NC1602'ESTABLISHED ABOUT 720 FEET TO THE SOUTHEAST.
 NC1602
 NC1602                          STATION RECOVERY (1971)
 NC1602
 NC1602'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 NC1602'STATION RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 NC1600 ***********************************************************************
 NC1600  DESIGNATION -  NETTLE SUB IBC
 NC1600  PID         -  NC1600
 NC1600  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 NC1600  COUNTRY     -  CANADA
 NC1600  NTS MAPSHEET-  FORT ERIE (2020)
 NC1600
 NC1600                         *CURRENT SURVEY CONTROL
 NC1600  ______________________________________________________________________
 NC1600* NAD 83(1996) POSITION- 42 56 43.74844(N) 078 55 49.75787(W)   ADJUSTED
 NC1600* NAVD 88 ORTHO HEIGHT -   175.    (meters)      574.    (feet) SCALED
 NC1600  ______________________________________________________________________
 NC1600  GEOID HEIGHT    -        -35.988 (meters)                     EGM08
 NC1600  HORZ ORDER      -  THIRD
 NC1600
 NC1600.The positional and height information provided upon this datasheet are not
 NC1600.officially recognized by the Government of Canada, provincial governments
 NC1600.within Canada, nor are they intended to replace or substitute for them.
 NC1600.The intent of sharing this data is to allow access to positions or heights
 NC1600.recognized by the United States Government. Passive control that is used by
 NC1600.both nations may share the same or similar designations or descriptions but
 NC1600.do not share official positions or heights. The 'Station Description' may
 NC1600.originate from a Canadian 'Station Report' and if so contains information
 NC1600.licensed under the 'Open Government License - Canada'.
 NC1600
 NC1600.The horizontal coordinates were established by classical geodetic methods
 NC1600.and adjusted by the National Geodetic Survey in January 1999.
 NC1600
 NC1600.The orthometric height was scaled from a topographic map.
 NC1600
 NC1600.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC1600
 NC1600.Click photographs - Photos may exist for this station.
 NC1600
 NC1600. The following values were computed from the NAD 83(1996) position.
 NC1600
 NC1600;                    North         East     Units Scale Factor Converg.
 NC1600;UTM  17      - 4,756,838.951   668,834.230   MT  0.99995068   +1 24 37.1
 NC1600
 NC1600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1600!UTM  17      -   0.99997823  x   0.99995068  =   0.99992891
 NC1600
 NC1600:                Primary Azimuth Mark                     Grid Az
 NC1600:UTM  17      -  ISLAND                                   332 03 24.1
 NC1600
 NC1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6883456838(NAD 83)
 NC1600
 NC1600|---------------------------------------------------------------------|
 NC1600| PID    Reference Object                     Distance      Geod. Az  |
 NC1600|                                                           dddmmss.s |
 NC1600| NC1596 BUFF DUNLOP NORTH TANK              APPROX. 2.9 KM 0104325.4 |
 NC1600| NC1530 TONAWANDA DUNLOP TIRES TANK         APPROX. 3.1 KM 0215118.4 |
 NC1600| NC1588 BUFF DUPONT TANK                    APPROX. 2.5 KM 0275829.8 |
 NC1600| NC1565 BUFF ALL SAINTS CH SPIRE            APPROX. 2.6 KM 0590753.6 |
 NC1600| NC1567 BUFF HUNGARIAN CH SPIRE             APPROX. 2.2 KM 0830541.8 |
 NC1600| NC1533 BUFFALO AM STD HEATING AND PLUMBING APPROX. 2.6 KM 0843049.5 |
 NC1600| NC1570 BUFF ANNUNCIATION CH SPIRE          APPROX. 2.2 KM 0995928.1 |
 NC1600| NC1548 BUFF ASSUMPTION EAST SPIRE          APPROX. 3.6 KM 1021045.5 |
 NC1600| NC1549 BUFF ASSUMPTION WEST SPIRE          APPROX. 3.5 KM 1022201.0 |
 NC1600| NC1598 REF M 32 41 MAINLAND IWC            491.069 METERS 1360802.5 |
 NC1600| NC1602 NETTLE IWC                          219.842 METERS 30505     |
 NC1600| NC1603 REF MON 31 41 IWC                   416.663 METERS 3110837.2 |
 NC1600| NC1609 ISLAND                              APPROX. 1.7 KM 3332801.2 |
 NC1600|---------------------------------------------------------------------|
 NC1600
 NC1600                          SUPERSEDED SURVEY CONTROL
 NC1600
 NC1600  NAD 83(1986)-  42 56 43.75441(N)    078 55 49.75536(W) AD(       ) 3
 NC1600  NAD 27      -  42 56 43.54700(N)    078 55 50.61000(W) AD(       ) 3
 NC1600
 NC1600.Superseded values are not recommended for survey control.
 NC1600
 NC1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1600.See file dsdata.pdf to determine how the superseded data were derived.
 NC1600
 NC1600_MARKER: DD = SURVEY DISK
 NC1600_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NC1600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC1600
 NC1600  HISTORY     - Date     Condition        Report By
 NC1600  HISTORY     - 1941     MONUMENTED       IBC
 NC1600  HISTORY     - 1956     SEE DESCRIPTION  IBC
 NC1600  HISTORY     - 1971     MARK NOT FOUND   IBC
 NC1600
 NC1600                          STATION DESCRIPTION
 NC1600
 NC1600'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 NC1600'ON A PROMINENT POINT ON THE WEST SHORE OF THE NIAGARA RIVER, ABOUT
 NC1600'1-1/4 MILES DOWNSTREAM FROM THE INTERNATIONAL RAILROAD BRIDGE
 NC1600'(BUFFALO - BRIDGEBURG) AND ABOUT 1/4 MILE UPSTREAM FROM PLEASANT
 NC1600'POINT.  THE STATION IS 8 FEET FROM THE HIGH BANK OF THE RIVER, 12
 NC1600'FEET UPSTREAM FROM THE NORTHERLY OF THE TWO PROJECTIONS OF THE SHORE
 NC1600'LINE ON THE POINT AND 60 FEET FROM THE MACADAM ROAD IN QUEEN VICTORIA
 NC1600'PARKWAY.  THERE IS SOLID BEDROCK 21 INCHES BELOW THE SURFACE OF THE
 NC1600'GROUND.
 NC1600'
 NC1600'STATION MARK, AN IBC STANDARD BRONZE - DISK STATION MARK SET FLUSH
 NC1600'WITH THE SURFACE F THE GROUND IN THE TOP OF A CYLINDER OF CONCRETE
 NC1600'8 INCHES IN DIAMETER AND 14 INCHES IN DEPTH.  THE SUBSURFACE MARK IS
 NC1600'A BRASS SCREW SET 14 INCHES UNDERGROUND IN THE TOP OF A BLOCK OF
 NC1600'CONCRETE RESTING ON BEDROCK.
 NC1600
 NC1600                          STATION RECOVERY (1956)
 NC1600
 NC1600'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956 (NWS)
 NC1600'STATION NOT RECOVERED BUT PROBABLY RECOVERABLE.
 NC1600
 NC1600                          STATION RECOVERY (1971)
 NC1600
 NC1600'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 NC1600'STATION SEARCHED FOR BUT NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2547 ***********************************************************************
 PG2547  DESIGNATION -  NICHOLS
 PG2547  PID         -  PG2547
 PG2547  STATE/COUNTY-  PQ/JARDINS DE NAPIERVILLE
 PG2547  COUNTRY     -  CANADA
 PG2547  NTS MAPSHEET-  SAINT-CHRYSOSTOME (2020)
 PG2547
 PG2547                         *CURRENT SURVEY CONTROL
 PG2547  ______________________________________________________________________
 PG2547* NAD 83(1996) POSITION- 45 01 05.76705(N) 073 39 26.45368(W)   ADJUSTED
 PG2547* NAVD 88 ORTHO HEIGHT -    99.    (meters)      325.    (feet) VERTCON
 PG2547  ______________________________________________________________________
 PG2547  GEOID HEIGHT    -        -30.050 (meters)                     EGM08
 PG2547  HORZ ORDER      -  SECOND
 PG2547
 PG2547.The positional and height information provided upon this datasheet are not
 PG2547.officially recognized by the Government of Canada, provincial governments
 PG2547.within Canada, nor are they intended to replace or substitute for them.
 PG2547.The intent of sharing this data is to allow access to positions or heights
 PG2547.recognized by the United States Government. Passive control that is used by
 PG2547.both nations may share the same or similar designations or descriptions but
 PG2547.do not share official positions or heights. The 'Station Description' may
 PG2547.originate from a Canadian 'Station Report' and if so contains information
 PG2547.licensed under the 'Open Government License - Canada'.
 PG2547
 PG2547.The horizontal coordinates were established by classical geodetic methods
 PG2547.and adjusted by the National Geodetic Survey in January 1999.
 PG2547
 PG2547.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2547
 PG2547.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2547
 PG2547.Click photographs - Photos may exist for this station.
 PG2547
 PG2547. The following values were computed from the NAD 83(1996) position.
 PG2547
 PG2547;                    North         East     Units Scale Factor Converg.
 PG2547;UTM  18      - 4,985,856.635   605,787.872   MT  0.99973761   +0 56 59.2
 PG2547
 PG2547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2547!UTM  18      -   0.99998921  x   0.99973761  =   0.99972682
 PG2547
 PG2547:                Primary Azimuth Mark                     Grid Az
 PG2547:UTM  18      -  COVEY HILL RM2                           268 56 28.3
 PG2547
 PG2547_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ0578785856(NAD 83)
 PG2547
 PG2547|---------------------------------------------------------------------|
 PG2547| PID    Reference Object                     Distance      Geod. Az  |
 PG2547|                                                           dddmmss.s |
 PG2547| PG2570 COVEY HILL RM2                      APPROX.10.8 KM 2695327.5 |
 PG2547|---------------------------------------------------------------------|
 PG2547
 PG2547                          SUPERSEDED SURVEY CONTROL
 PG2547
 PG2547  NAD 83(1996)-  45 01 05.76672(N)    073 39 26.45493(W) AD(       ) 2
 PG2547  NAD 83(1992)-  45 01 05.76645(N)    073 39 26.45424(W) AD(       ) 2
 PG2547  NAD 83(1986)-  45 01 05.77090(N)    073 39 26.45309(W) AD(       ) 2
 PG2547  NAD 27      -  45 01 05.64515(N)    073 39 27.92618(W) AD(       ) 2
 PG2547  NGVD 29 (07/19/86)   99.     (m)          325.     (f) VERT ANG       
 PG2547
 PG2547.Superseded values are not recommended for survey control.
 PG2547
 PG2547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2547.See file dsdata.pdf to determine how the superseded data were derived.
 PG2547
 PG2547_MARKER: DD = SURVEY DISK
 PG2547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PG2547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG2547+STABILITY: SURFACE MOTION
 PG2547
 PG2547  HISTORY     - Date     Condition        Report By
 PG2547  HISTORY     - 1973     MONUMENTED       IBC
 PG2547  HISTORY     - 1975     GOOD             IBC
 PG2547
 PG2547                          STATION DESCRIPTION
 PG2547
 PG2547'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1973 (NP)
 PG2547'IN HEMMINGFORD TOWNSHIP, ON THE PROPERTY OF MR. WILMUR SAMPLE OF
 PG2547'HEMMINGFORD.  TO REACH THE STATION, FROM THE CROSS-ROAD AT COVEY
 PG2547'HILL, DRIVE EASTERLY 5.1 MILES ON COVEY HILL ROAD TO THE
 PG2547'INTERSECTION WITH NICHOLS ROAD, WHICH CROSSES THE BOUNDARY AT
 PG2547'MONUMENT 674, TURN RIGHT ON NICHOLS ROAD AND GO FOR 0.1 MILES.
 PG2547'THE STATION IS ON THE SMALL RIDGE 152.1 METERS WEST OF THE NORTH-
 PG2547'SOUTH FENCE ALONG THE ROAD.
 PG2547'
 PG2547'STATION MARK--AN IBC TABLET SET IN A CONCRETE BLOCK FLUSH
 PG2547'WITH THE GROUND.
 PG2547
 PG2547                          STATION RECOVERY (1975)
 PG2547
 PG2547'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (NP)
 PG2547'STATION WAS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 OG0891 ***********************************************************************
 OG0891  DESIGNATION -  OAK IBC
 OG0891  PID         -  OG0891
 OG0891  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 OG0891  COUNTRY     -  CANADA
 OG0891  NTS MAPSHEET-  NIAGARA (2020)
 OG0891
 OG0891                         *CURRENT SURVEY CONTROL
 OG0891  ______________________________________________________________________
 OG0891* NAD 83(1996) POSITION- 43 14 43.82382(N) 079 03 30.96651(W)   ADJUSTED
 OG0891* NAVD 88 ORTHO HEIGHT -   173.    (meters)      568.    (feet) SCALED
 OG0891  ______________________________________________________________________
 OG0891  GEOID HEIGHT    -        -36.770 (meters)                     EGM08
 OG0891  HORZ ORDER      -  THIRD
 OG0891
 OG0891.The positional and height information provided upon this datasheet are not
 OG0891.officially recognized by the Government of Canada, provincial governments
 OG0891.within Canada, nor are they intended to replace or substitute for them.
 OG0891.The intent of sharing this data is to allow access to positions or heights
 OG0891.recognized by the United States Government. Passive control that is used by
 OG0891.both nations may share the same or similar designations or descriptions but
 OG0891.do not share official positions or heights. The 'Station Description' may
 OG0891.originate from a Canadian 'Station Report' and if so contains information
 OG0891.licensed under the 'Open Government License - Canada'.
 OG0891
 OG0891.The horizontal coordinates were established by classical geodetic methods
 OG0891.and adjusted by the National Geodetic Survey in January 1999.
 OG0891
 OG0891.The orthometric height was scaled from a topographic map.
 OG0891
 OG0891.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0891
 OG0891.Click photographs - Photos may exist for this station.
 OG0891
 OG0891. The following values were computed from the NAD 83(1996) position.
 OG0891
 OG0891;                    North         East     Units Scale Factor Converg.
 OG0891;UTM  17      - 4,789,908.277   657,610.591   MT  0.99990558   +1 19 49.4
 OG0891
 OG0891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0891!UTM  17      -   0.99997866  x   0.99990558  =   0.99988425
 OG0891
 OG0891:                Primary Azimuth Mark                     Grid Az
 OG0891:UTM  17      -  WORTH SUB IBC                            112 57 02.1
 OG0891
 OG0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5761089908(NAD 83)
 OG0891
 OG0891|---------------------------------------------------------------------|
 OG0891| PID    Reference Object                     Distance      Geod. Az  |
 OG0891|                                                           dddmmss.s |
 OG0891| OG0821 GEORGE SUB IBC                      415.554 METERS 0013425.0 |
 OG0891| OG0758 YOUNGSTOWN WATER TANK IBC           APPROX. 1.0 KM 0531122.8 |
 OG0891| OG0870 WORTH SUB IBC                       APPROX. 0.6 KM 1141651.5 |
 OG0891| OG0893 STEPS IWC                           326.950 METERS 18718     |
 OG0891|---------------------------------------------------------------------|
 OG0891
 OG0891                          SUPERSEDED SURVEY CONTROL
 OG0891
 OG0891  NAD 83(1986)-  43 14 43.82877(N)    079 03 30.96723(W) AD(       ) 3
 OG0891  NAD 27      -  43 14 43.60700(N)    079 03 31.81900(W) AD(       ) 3
 OG0891
 OG0891.Superseded values are not recommended for survey control.
 OG0891
 OG0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0891.See file dsdata.pdf to determine how the superseded data were derived.
 OG0891
 OG0891_MARKER: DD = SURVEY DISK
 OG0891_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OG0891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0891
 OG0891  HISTORY     - Date     Condition        Report By
 OG0891  HISTORY     - 1941     MONUMENTED       IBC
 OG0891  HISTORY     - 1956     MARK NOT FOUND   IBC
 OG0891  HISTORY     - 1971     GOOD             IBC
 OG0891
 OG0891                          STATION DESCRIPTION
 OG0891
 OG0891'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 OG0891'ON THE CANADIAN SIDE OF THE NIAGARA RIVER, ABOUT 750 FEET SOUTH OF
 OG0891'THE Y IN THE ROAD SOUTH OF FORT GEORGE.  THE STATION IS AT THE NORTH
 OG0891'END OF THE FIRST CURVE IN THE ROAD SOUTH OF THE Y AND ABOUT 420 FEET
 OG0891'NORTH OF THE NORTH END OF THE GUARD RAIL ON THE EAST SIDE OF THIS
 OG0891'CURVE.  IT IS UNDER A BLAZED OAK TREE 2 FEET IN DIAMETER.  THE
 OG0891'STATION IS 40 FEET FROM THE HIGHWAY AND ABOUT 2 FEET BELOW THE ROAD
 OG0891'LEVEL.
 OG0891'
 OG0891'STATION MARK, AN IBC STANDARD BRONZE - DISK STATION MARK SET FLUSH
 OG0891'WITH THE SURFACE OF THE GROUND IN THE TOP OF A CYLINDER OF CONCRETE
 OG0891'8 INCHES IN DIAMETER AND 2 FEET IN DEPTH.  THE SUBSURFACE MARK IS A
 OG0891'BRASS SCREW SET 2 FEET UNDERGROUND IN THE TOP OF A CYLINDER OF
 OG0891'CONCRETE 8 INCHES IN DIAMETER AND 10 INCHES IN DEPTH.
 OG0891
 OG0891                          STATION RECOVERY (1956)
 OG0891
 OG0891'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956 (NWS)
 OG0891'STATION SEARCHED FOR BUT NOT RECOVERED.
 OG0891
 OG0891                          STATION RECOVERY (1971)
 OG0891
 OG0891'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 OG0891'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 OG0891'THE FOLLOWING MEASUREMENTS WERE MADE AT THIS TIME.  THE STATION IS
 OG0891'453 FEET NORTH OF THE LAST GUARD RAIL POST, 40 FEET EAST OF THE
 OG0891'HIGHWAY, 13 FEET WEST OF A STEEL, WITNESS POST WITH METAL SIGN
 OG0891'ATTACHED, 13 FEET WEST OF AN OAK TREE THAT IS 3 FEET IN DIAMETER AND
 OG0891'IN THE CENTER OF A DIRT TURN - OUT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2242 ***********************************************************************
 PG2242  DESIGNATION -  OATS
 PG2242  PID         -  PG2242
 PG2242  STATE/COUNTY-  PQ/MEMPHREMAGOG
 PG2242  COUNTRY     -  CANADA
 PG2242  NTS MAPSHEET-  LAC MEMPHREMAGOG (2020)
 PG2242
 PG2242                         *CURRENT SURVEY CONTROL
 PG2242  ______________________________________________________________________
 PG2242* NAD 83(1996) POSITION- 45 03 57.45062(N) 072 08 44.71738(W)   ADJUSTED
 PG2242* NAVD 88 ORTHO HEIGHT -   292.    (meters)      958.    (feet) VERTCON
 PG2242  ______________________________________________________________________
 PG2242  GEOID HEIGHT    -        -28.533 (meters)                     EGM08
 PG2242  HORZ ORDER      -  SECOND
 PG2242
 PG2242.The positional and height information provided upon this datasheet are not
 PG2242.officially recognized by the Government of Canada, provincial governments
 PG2242.within Canada, nor are they intended to replace or substitute for them.
 PG2242.The intent of sharing this data is to allow access to positions or heights
 PG2242.recognized by the United States Government. Passive control that is used by
 PG2242.both nations may share the same or similar designations or descriptions but
 PG2242.do not share official positions or heights. The 'Station Description' may
 PG2242.originate from a Canadian 'Station Report' and if so contains information
 PG2242.licensed under the 'Open Government License - Canada'.
 PG2242
 PG2242.The horizontal coordinates were established by classical geodetic methods
 PG2242.and adjusted by the National Geodetic Survey in May 1998.
 PG2242
 PG2242.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2242
 PG2242.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2242
 PG2242.Click photographs - Photos may exist for this station.
 PG2242
 PG2242. The following values were computed from the NAD 83(1996) position.
 PG2242
 PG2242;                    North         East     Units Scale Factor Converg.
 PG2242;UTM  18      - 4,994,241.347   724,699.835   MT  1.00022087   +2 01 17.1
 PG2242
 PG2242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2242!UTM  18      -   0.99995871  x   1.00022087  =   1.00017957
 PG2242
 PG2242:                Primary Azimuth Mark                     Grid Az
 PG2242:UTM  18      -  JAY                                      240 22 09.3
 PG2242
 PG2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYQ2469994241(NAD 83)
 PG2242
 PG2242|---------------------------------------------------------------------|
 PG2242| PID    Reference Object                     Distance      Geod. Az  |
 PG2242|                                                           dddmmss.s |
 PG2242| PG1689 JAY                                 APPROX.33.8 KM 2422326.4 |
 PG2242|---------------------------------------------------------------------|
 PG2242
 PG2242                          SUPERSEDED SURVEY CONTROL
 PG2242
 PG2242  NAD 83(1992)-  45 03 57.44912(N)    072 08 44.71672(W) AD(       ) 2
 PG2242  NAD 83(1986)-  45 03 57.45797(N)    072 08 44.71735(W) AD(       ) 2
 PG2242  NAD 27      -  45 03 57.30000(N)    072 08 46.34900(W) AD(       ) 2
 PG2242  NGVD 29 (07/19/86)  292.     (m)          958.     (f) VERT ANG       
 PG2242
 PG2242.Superseded values are not recommended for survey control.
 PG2242
 PG2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2242.See file dsdata.pdf to determine how the superseded data were derived.
 PG2242
 PG2242_MARKER: DD = SURVEY DISK
 PG2242_SETTING: 66 = SET IN ROCK OUTCROP
 PG2242_MARK LOGO: GSC
 PG2242_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PG2242+STABILITY: POSITION/ELEVATION WELL
 PG2242
 PG2242  HISTORY     - Date     Condition        Report By
 PG2242  HISTORY     - 1917     MONUMENTED       IBC
 PG2242  HISTORY     - 1971     GOOD             IBC
 PG2242
 PG2242                          STATION DESCRIPTION
 PG2242
 PG2242'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (JDC)
 PG2242'IN STANSTEAD TOWNSHIP, 1 MILE WEST OF SMITHS MILLS, QUEBEC.  IT
 PG2242'IS ON A ROCK OUTCROP IN THE OPEN FIELD 750 FEET NORTHEAST OF JS
 PG2242'DERICK BARN.
 PG2242'
 PG2242'STATION MARK--BRONZE DISK OF THE GEODETIC SURVEY OF CANADA SET
 PG2242'IN SOLID ROCK.
 PG2242
 PG2242                          STATION RECOVERY (1971)
 PG2242
 PG2242'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (NP)
 PG2242'STATION WAS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PH0108 ***********************************************************************
 PH0108  DESIGNATION -  OTTAWA 2538
 PH0108  PID         -  PH0108
 PH0108  STATE/COUNTY-  PQ/LE HAUT SAINT LAURENT
 PH0108  COUNTRY     -  CANADA
 PH0108  NTS MAPSHEET-  031B15 (2020)
 PH0108
 PH0108                         *CURRENT SURVEY CONTROL
 PH0108  ______________________________________________________________________
 PH0108* NAD 83(1986) POSITION- 44 59 53.     (N) 074 30 27.     (W)   SCALED
 PH0108* NAVD 88 ORTHO HEIGHT -    48.759 (meters)      159.97  (feet) ADJUSTED
 PH0108  ______________________________________________________________________
 PH0108  GEOID HEIGHT    -        -30.852 (meters)                     EGM08
 PH0108  DYNAMIC HEIGHT  -         48.759 (meters)      159.97  (feet) COMP
 PH0108  MODELED GRAVITY -    980,612.0   (mgal)                       NAVD 88
 PH0108
 PH0108  VERT ORDER      -  FIRST     CLASS I
 PH0108
 PH0108.The positional and height information provided upon this datasheet are not
 PH0108.officially recognized by the Government of Canada, provincial governments
 PH0108.within Canada, nor are they intended to replace or substitute for them.
 PH0108.The intent of sharing this data is to allow access to positions or heights
 PH0108.recognized by the United States Government. Passive control that is used by
 PH0108.both nations may share the same or similar designations or descriptions but
 PH0108.do not share official positions or heights. The 'Station Description' may
 PH0108.originate from a Canadian 'Station Report' and if so contains information
 PH0108.licensed under the 'Open Government License - Canada'.
 PH0108
 PH0108.The horizontal coordinates were scaled from a map and have
 PH0108.an estimated accuracy of +/- 6 seconds.
 PH0108
 PH0108.The orthometric height was determined by differential leveling and
 PH0108.adjusted by the NATIONAL GEODETIC SURVEY
 PH0108.in June 1991.
 PH0108
 PH0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 PH0108
 PH0108.Click photographs - Photos may exist for this station.
 PH0108
 PH0108.The dynamic height is computed by dividing the NAVD 88
 PH0108.geopotential number by the normal gravity value computed on the
 PH0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0108.degrees latitude (g = 980.6199 gals.).
 PH0108
 PH0108.The modeled gravity was interpolated from observed gravity values.
 PH0108
 PH0108
 PH0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ388828(NAD 83)
 PH0108
 PH0108                          SUPERSEDED SURVEY CONTROL
 PH0108
 PH0108  NGVD 29 (??/??/92)   48.85   (m)          160.3    (f) COMPUTED    1 1
 PH0108
 PH0108.Superseded values are not recommended for survey control.
 PH0108
 PH0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0108.See file dsdata.pdf to determine how the superseded data were derived.
 PH0108
 PH0108_MARKER: DD = SURVEY DISK
 PH0108_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0108_SP_SET: CONCRETE BASE
 PH0108_STAMPING: 2538
 PH0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0108
 PH0108  HISTORY     - Date     Condition        Report By
 PH0108  HISTORY     - UNK      MONUMENTED       GSC
 PH0108  HISTORY     - 1973     GOOD             NGS
 PH0108
 PH0108                          STATION DESCRIPTION
 PH0108
 PH0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PH0108'1.05 MI NW FROM FORT COVINGTON.
 PH0108'ABOUT 1.05 MILES NORTHWEST ALONG WATER STREET FROM THE INTERSECTION OF
 PH0108'STATE HIGHWAY 37 AT FORT COVINGTON, FRANKLIN COUNTY, USA, NEAR THE
 PH0108'DUNDEE STATION CANADIAN CUSTOMS BUILDING, 177 1/2 FEET SOUTH OF THE
 PH0108'CENTER OF THE SOUTH ENTRANCE TO BUILDING, 16 FEET SOUTHWEST OF THE
 PH0108'CENTER LINE OF ROAD, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD AND IS A
 PH0108'DISK SET IN THE CONCRETE BASE ON THE NORTH SIDE OF A U.S. - CANADA
 PH0108'BOUNDARY MARKER POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2275 ***********************************************************************
 PG2275  DESIGNATION -  OWLS HEAD
 PG2275  PID         -  PG2275
 PG2275  STATE/COUNTY-  PQ/MEMPHREMAGOG
 PG2275  COUNTRY     -  CANADA
 PG2275  NTS MAPSHEET-  LAC MEMPHREMAGOG (2020)
 PG2275
 PG2275                         *CURRENT SURVEY CONTROL
 PG2275  ______________________________________________________________________
 PG2275* NAD 83(1996) POSITION- 45 03 45.15022(N) 072 17 52.89669(W)   ADJUSTED
 PG2275* NAVD 88 ORTHO HEIGHT -   749.79  (+/-2cm)     2459.9   (feet) VERTCON
 PG2275  ______________________________________________________________________
 PG2275  GEOID HEIGHT    -        -28.459 (meters)                     EGM08
 PG2275  HORZ ORDER      -  FIRST
 PG2275  VERT ORDER      -  THIRD ? (See Below)
 PG2275
 PG2275.The positional and height information provided upon this datasheet are not
 PG2275.officially recognized by the Government of Canada, provincial governments
 PG2275.within Canada, nor are they intended to replace or substitute for them.
 PG2275.The intent of sharing this data is to allow access to positions or heights
 PG2275.recognized by the United States Government. Passive control that is used by
 PG2275.both nations may share the same or similar designations or descriptions but
 PG2275.do not share official positions or heights. The 'Station Description' may
 PG2275.originate from a Canadian 'Station Report' and if so contains information
 PG2275.licensed under the 'Open Government License - Canada'.
 PG2275
 PG2275.The horizontal coordinates were established by classical geodetic methods
 PG2275.and adjusted by the National Geodetic Survey in May 1998.
 PG2275
 PG2275.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2275
 PG2275.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2275
 PG2275.The vertical order pertains to the NGVD 29 superseded value.
 PG2275
 PG2275.Click photographs - Photos may exist for this station.
 PG2275
 PG2275. The following values were computed from the NAD 83(1996) position.
 PG2275
 PG2275;                    North         East     Units Scale Factor Converg.
 PG2275;UTM  18      - 4,993,449.984   712,724.945   MT  1.00015645   +1 54 48.2
 PG2275
 PG2275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2275!UTM  18      -   0.99988692  x   1.00015645  =   1.00004335
 PG2275
 PG2275:                Primary Azimuth Mark                     Grid Az
 PG2275:UTM  18      -  ORFORD                                   007 08 10.5
 PG2275
 PG2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYQ1272493449(NAD 83)
 PG2275
 PG2275|---------------------------------------------------------------------|
 PG2275| PID    Reference Object                     Distance      Geod. Az  |
 PG2275|                                                           dddmmss.s |
 PG2275| PG2613 ORFORD                                             0090258.7 |
 PG2275|---------------------------------------------------------------------|
 PG2275
 PG2275                          SUPERSEDED SURVEY CONTROL
 PG2275
 PG2275  NAD 83(1992)-  45 03 45.14865(N)    072 17 52.89595(W) AD(       ) 1
 PG2275  NAD 83(1986)-  45 03 45.15670(N)    072 17 52.89577(W) AD(       ) 1
 PG2275  NAD 27      -  45 03 44.98866(N)    072 17 54.43464(W) AD(       ) 1
 PG2275  USSD        -  45 03 45.41000(N)    072 17 54.81800(W) AD(       ) 3
 PG2275  NGVD 29             749.90   (m)         2460.3    (f) LEVELING    3  
 PG2275
 PG2275.Superseded values are not recommended for survey control.
 PG2275
 PG2275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2275.See file dsdata.pdf to determine how the superseded data were derived.
 PG2275
 PG2275_MARKER: B = BOLT
 PG2275_SETTING: 66 = SET IN ROCK OUTCROP
 PG2275_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PG2275+STABILITY: POSITION/ELEVATION WELL
 PG2275
 PG2275  HISTORY     - Date     Condition        Report By
 PG2275  HISTORY     - 1917     MONUMENTED       GSC
 PG2275  HISTORY     - 1972     GOOD             IBC
 PG2275
 PG2275                          STATION DESCRIPTION
 PG2275
 PG2275'DESCRIBED BY GEODETIC SURVEY OF CANADA 1917
 PG2275'IN POTTON TOWNSHIP, ABOUT 6 MILES FROM THE VILLAGE OF MANSONVILLE
 PG2275'QUEBEC ON THE HIGHEST POINT OF THE MOST NORTHERLY KNOB OF THE
 PG2275'MOUNTAIN KNOWN AS OWLS HEAD.  INFORMATION AND LIVERY CAN BE HAD
 PG2275'FROM WRIGHT MAGOUN, WHO LIVES A THE BASE OF THE MOUNTAIN.  A PATH
 PG2275'TO THE SUMMIT RUNS UP THE NORTH SIDE OF THE MOUNTAIN FROM THE
 PG2275'MAGOUN FARM.
 PG2275'
 PG2275'STATION MARK--COPPER BOLT SET IN ROCK AND STAMPED WITH THE DIE OF THE
 PG2275'GEODETIC SURVEY OF CANADA, AROUND WHICH AN EQUILATERAL TRIANGLE IS
 PG2275'CUT IN THE ROCK.  THE REFERENCE MARKS ARE THREE COPPER BOLTS, EACH
 PG2275'OF WHICH IS SET IN THE ROCK AT THE POINT OF AN ARROW CARVED IN THE
 PG2275'ROCK.
 PG2275
 PG2275                          STATION RECOVERY (1972)
 PG2275
 PG2275'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1972 (NP)
 PG2275'STATION WAS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 NC1623 ***********************************************************************
 NC1623  DESIGNATION -  PALMER
 NC1623  PID         -  NC1623
 NC1623  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 NC1623  COUNTRY     -  CANADA
 NC1623  NTS MAPSHEET-  FORT ERIE (2020)
 NC1623
 NC1623                         *CURRENT SURVEY CONTROL
 NC1623  ______________________________________________________________________
 NC1623* NAD 83(1996) POSITION- 42 57 51.70620(N) 078 58 42.27774(W)   ADJUSTED
 NC1623* NAVD 88 ORTHO HEIGHT -   172.7   (meters)      567.    (feet) VERTCON
 NC1623  ______________________________________________________________________
 NC1623  GEOID HEIGHT    -        -36.061 (meters)                     EGM08
 NC1623  HORZ ORDER      -  SECOND
 NC1623
 NC1623.The positional and height information provided upon this datasheet are not
 NC1623.officially recognized by the Government of Canada, provincial governments
 NC1623.within Canada, nor are they intended to replace or substitute for them.
 NC1623.The intent of sharing this data is to allow access to positions or heights
 NC1623.recognized by the United States Government. Passive control that is used by
 NC1623.both nations may share the same or similar designations or descriptions but
 NC1623.do not share official positions or heights. The 'Station Description' may
 NC1623.originate from a Canadian 'Station Report' and if so contains information
 NC1623.licensed under the 'Open Government License - Canada'.
 NC1623
 NC1623.The horizontal coordinates were established by classical geodetic methods
 NC1623.and adjusted by the National Geodetic Survey in January 1999.
 NC1623
 NC1623.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1623
 NC1623.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC1623
 NC1623.Click photographs - Photos may exist for this station.
 NC1623
 NC1623. The following values were computed from the NAD 83(1996) position.
 NC1623
 NC1623;                    North         East     Units Scale Factor Converg.
 NC1623;UTM  17      - 4,758,840.168   664,874.114   MT  0.99993442   +1 22 41.2
 NC1623
 NC1623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1623!UTM  17      -   0.99997857  x   0.99993442  =   0.99991299
 NC1623
 NC1623:                Primary Azimuth Mark                     Grid Az
 NC1623:UTM  17      -  SHIPYARD                                 161 35 18.9
 NC1623
 NC1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6487458840(NAD 83)
 NC1623
 NC1623|---------------------------------------------------------------------|
 NC1623| PID    Reference Object                     Distance      Geod. Az  |
 NC1623|                                                           dddmmss.s |
 NC1623| NC1621 SHIPYARD                            APPROX. 1.1 KM 1625800.1 |
 NC1623| DA1926 PALMER RM 1                           3.590 METERS 30730     |
 NC1623|---------------------------------------------------------------------|
 NC1623
 NC1623                          SUPERSEDED SURVEY CONTROL
 NC1623
 NC1623  NAD 83(1986)-  42 57 51.71208(N)    078 58 42.27529(W) AD(       ) 2
 NC1623  NAD 27      -  42 57 51.50800(N)    078 58 43.13200(W) AD(       ) 2
 NC1623  NGVD 29 (07/19/86)  172.9    (m)          567.     (f) VERT ANG       
 NC1623
 NC1623.Superseded values are not recommended for survey control.
 NC1623
 NC1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1623.See file dsdata.pdf to determine how the superseded data were derived.
 NC1623
 NC1623_MARKER: B = BOLT
 NC1623_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NC1623
 NC1623  HISTORY     - Date     Condition        Report By
 NC1623  HISTORY     - 1909     MONUMENTED       IWC
 NC1623  HISTORY     - 1956     SEE DESCRIPTION  IBC
 NC1623  HISTORY     - 1973     GOOD             IBC
 NC1623
 NC1623                          STATION DESCRIPTION
 NC1623
 NC1623'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1909 (GCB)
 NC1623'ON THE CANADIAN SIDE OF THE NIAGARA RIVER, ABOUT 0.6 MILE BELOW THE
 NC1623'MOUTH OF MILLER CREEK, IN FRONT OF THE RESIDENCE OF H WORK.  THE
 NC1623'STATION IS ON A LOW MARSHY POINT, 317 FEET FROM THE CENTER OF THE
 NC1623'ROAD WHICH RUNS ALONG THE RIVER, AND ABOUT 50 FEET FROM THE RIVER
 NC1623'ITSELF.  THE STATION IS 1.5 FEET NORTHEAST OF A CYLINDER OF CONCRETE
 NC1623'MARKED---I.W.C. 1909---WHOSE TOP IS FLUSH WITH THE SURFACE OF THE
 NC1623'GROUND.  A ROW OF 17 MAPLES BORDERS THE ROAD NEAR THE STATION.
 NC1623'
 NC1623'STATION MARK, A BRASS BOLT 3/8-INCH IN DIAMETER SET 18 INCHES
 NC1623'UNDERGROUND IN THE TOP OF A CYLINDER OF CONCRETE.  THERE IS ONE
 NC1623'REFERENCE.  IT IS A USLS STANDARD BRONZE - DISK REFERENCE MARK
 NC1623'SET 4 INCHES ABOVE THE SURFACE OF THE GROUND IN THE TOP OF A PIECE
 NC1623'OF CONCRETE - FILLED STOVEPIPE.  IT IS SITUATED ON A LINE FROM THE
 NC1623'STAION TO A LONE MAPLE AND BEARS N - 44 DEGREES - W FROM THE STATION,
 NC1623'DISTANT 11.78 FEET.  THE MAPLE, ABOUT 2 FEET IN DIAMETER, DIVIDES
 NC1623'ABOUT 2 FEET ABOVE THE SURFACE OF THE GROUND INTO FOUR STEMS, EACH 6
 NC1623'INCHES TO 1 FOOT IN DIAMETER.  A BLAZE ON THE BOTTOM OF THE TREE IS
 NC1623'137.8 FEET DISTANT.
 NC1623
 NC1623                          STATION RECOVERY (1956)
 NC1623
 NC1623'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956 (NWS)
 NC1623'STATION NOT RECOVERED BUT PROBABLY RECOVERABLE.
 NC1623
 NC1623                          STATION RECOVERY (1973)
 NC1623
 NC1623'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1973 (CRM)
 NC1623'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  A NEW
 NC1623'DESCRIPTION FOLLOWS.
 NC1623'
 NC1623'THE STATION IS IN A PICNIC AREA ABOUT 4-1/2 MILES NORTHWEST OF FORT
 NC1623'ERIE, ONTARIO.
 NC1623'
 NC1623'TO REACH THE STATION FROM THE MILLER CREEK BRIDGE ON NIAGARA RIVER
 NC1623'BOULEVARD, THIS IS ABOUT 5-1/2 MILES, BY ROAD, NORTHWEST OF THE
 NC1623'INTERNATIONAL PEACE BRIDGE, GO NORTH ON THE BOULEVARD FOR 0.6 MILE
 NC1623'TO THE SOUTH ENTRANCE TO A PICNIC AREA.  TURN RIGHT, INTO THE PICNIC
 NC1623'AREA, AND GO EAST FOR ABOUT 200 FEET, THENCE NORTH FOR ABOUT 75 FEET
 NC1623'TO THE STATION ON THE RIGHT.
 NC1623'
 NC1623'THE STATION MARK IS A 3/8-INCH IN DIAMETER BRASS BOLT SET IN THE
 NC1623'TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 2-1/2 FEET BELOW THE
 NC1623'SURFACE OF THE GROUND.  IT IS 8 FEET EAST OF THE EAST EDGE OF THE
 NC1623'ROAD AND A STEEL WITNESS POST WITH METAL SIGN ATTACHED WAS SET AT THE
 NC1623'EAST EDGE OF THE STATION MARK.
 NC1623'
 NC1623'THE SITE OF THE USLS REFERENCE MARK WAS RECOVERED, BUT THE BRONZE
 NC1623'DISK WAS GONE.  ALL THAT WAS LEFT WAS PART OF THE CONCRETE CYLINDER
 NC1623'BROKEN OFF FLUSH WITH GROUND SURFACE.  THE 1909 IWC CONCRETE MARK,
 NC1623'WHICH WAS REPORTED 1.5 FEET NORTHEAST OF THE STATION IN 1941 AND 1
 NC1623'FOOT BELOW GROUND SURFACE IN 1971, WAS NOT LOOKED FOR.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 SF0598 ***********************************************************************
 SF0598  DESIGNATION -  PARKE
 SF0598  PID         -  SF0598
 SF0598  STATE/COUNTY-  PQ/KAMOURASKA
 SF0598  COUNTRY     -  CANADA
 SF0598  NTS MAPSHEET-  SAINT-HONORE (2020)
 SF0598
 SF0598                         *CURRENT SURVEY CONTROL
 SF0598  ______________________________________________________________________
 SF0598* NAD 83(1996) POSITION- 47 34 37.13068(N) 069 22 57.67259(W)   ADJUSTED
 SF0598* NAVD 88 ORTHO HEIGHT -   661.48  (+/-2cm)     2170.2   (feet) VERTCON
 SF0598  ______________________________________________________________________
 SF0598  GEOID HEIGHT    -        -26.686 (meters)                     EGM08
 SF0598  HORZ ORDER      -  FIRST
 SF0598  VERT ORDER      -  THIRD ? (See Below)
 SF0598
 SF0598.The positional and height information provided upon this datasheet are not
 SF0598.officially recognized by the Government of Canada, provincial governments
 SF0598.within Canada, nor are they intended to replace or substitute for them.
 SF0598.The intent of sharing this data is to allow access to positions or heights
 SF0598.recognized by the United States Government. Passive control that is used by
 SF0598.both nations may share the same or similar designations or descriptions but
 SF0598.do not share official positions or heights. The 'Station Description' may
 SF0598.originate from a Canadian 'Station Report' and if so contains information
 SF0598.licensed under the 'Open Government License - Canada'.
 SF0598
 SF0598.The horizontal coordinates were established by classical geodetic methods
 SF0598.and adjusted by the National Geodetic Survey in March 1998.
 SF0598
 SF0598.The NAVD 88 height was computed by applying the VERTCON shift value to
 SF0598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SF0598
 SF0598.Significant digits in the geoid height do not necessarily reflect accuracy.
 SF0598
 SF0598.The vertical order pertains to the NGVD 29 superseded value.
 SF0598
 SF0598.Click photographs - Photos may exist for this station.
 SF0598
 SF0598. The following values were computed from the NAD 83(1996) position.
 SF0598
 SF0598;                    North         East     Units Scale Factor Converg.
 SF0598;UTM  19      - 5,269,356.079   471,220.717   MT  0.99961018   -0 16 57.0
 SF0598
 SF0598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0598!UTM  19      -   0.99990051  x   0.99961018  =   0.99951073
 SF0598
 SF0598:                Primary Azimuth Mark                     Grid Az
 SF0598:UTM  19      -  CITADEL                                  040 17 32.5
 SF0598
 SF0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN7122069356(NAD 83)
 SF0598
 SF0598|---------------------------------------------------------------------|
 SF0598| PID    Reference Object                     Distance      Geod. Az  |
 SF0598|                                                           dddmmss.s |
 SF0598| SF1131 CITADEL                             APPROX.21.9 KM 0400035.5 |
 SF0598|---------------------------------------------------------------------|
 SF0598
 SF0598                          SUPERSEDED SURVEY CONTROL
 SF0598
 SF0598  NAD 83(1992)-  47 34 37.13038(N)    069 22 57.65198(W) AD(       ) 1
 SF0598  NAD 83(1986)-  47 34 37.13330(N)    069 22 57.64716(W) AD(       ) 1
 SF0598  NAD 27      -  47 34 36.99766(N)    069 22 59.38804(W) AD(       ) 1
 SF0598  NGVD 29 (07/19/86)  661.60   (m)         2170.6    (f) LEVELING    3  
 SF0598
 SF0598.Superseded values are not recommended for survey control.
 SF0598
 SF0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0598.See file dsdata.pdf to determine how the superseded data were derived.
 SF0598
 SF0598_MARKER: B = BOLT
 SF0598_SETTING: 0 = UNSPECIFIED SETTING
 SF0598
 SF0598  HISTORY     - Date     Condition        Report By
 SF0598  HISTORY     - 1912     MONUMENTED       GSC
 SF0598  HISTORY     - 1915     GOOD             IBC
 SF0598
 SF0598                          STATION DESCRIPTION
 SF0598
 SF0598'DESCRIBED BY GEODETIC SURVEY OF CANADA 1912
 SF0598'ORIGINAL DESCRIPTION NOT AVAILABLE.
 SF0598
 SF0598                          STATION RECOVERY (1915)
 SF0598
 SF0598'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1915 (JLR)
 SF0598'IN PARKE TOWNSHIP, ON LOT 31, RANGE 8, ABOUT 580 FEET NORTHWEST OF
 SF0598'THE LINE BETWEEN PARKE AND POHENAGOMOOK TOWNSHIPS AND ABOUT 400 FEET
 SF0598'SOUTHWEST OF LINE BETWEEN LOTS 30 AND 31.  A POST ON THE LINE BETWEEN
 SF0598'THE ABOVE TOWNSHIPS, MARKED---VII---ON THE SOUTHWEST SIDE
 SF0598'AND---A---ON THE NORTHEAST SIDE, IS SITUATED ABOUT 4,800 FEET
 SF0598'SOUTHWEST OF PELLETIER RAILWAY STATION.  FROM THIS POST---PARKE---IS
 SF0598'ABOUT 19,380 FEET IN THE DIRECTION OF THE TOWNSHIP LINE (NORTHEAST)
 SF0598'AND ABOUT 580 FEET NORTHWEST OF (OR AT RIGHT ANGLES TO) THIS LINE.
 SF0598'FROM THE ABOVE POST TO THE TRIANGULATION STATION, N 42 DEG 50 MIN E.
 SF0598'
 SF0598'STATION MARK--STANDARD COPPER BOLT OF THE GEODETIC SURVEY OF CANADA.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 NC1627 ***********************************************************************
 NC1627  DESIGNATION -  PEACE BR S LINE PT
 NC1627  PID         -  NC1627
 NC1627  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 NC1627  COUNTRY     -  CANADA
 NC1627  NTS MAPSHEET-  FORT ERIE (2020)
 NC1627
 NC1627                         *CURRENT SURVEY CONTROL
 NC1627  ______________________________________________________________________
 NC1627* NAD 83(1996) POSITION- 42 54 24.89451(N) 078 54 21.50507(W)   ADJUSTED
 NC1627* NAVD 88 ORTHO HEIGHT -   199.    (meters)      653.    (feet) VERTCON
 NC1627  ______________________________________________________________________
 NC1627  GEOID HEIGHT    -        -35.886 (meters)                     EGM08
 NC1627  HORZ ORDER      -  THIRD
 NC1627
 NC1627.The positional and height information provided upon this datasheet are not
 NC1627.officially recognized by the Government of Canada, provincial governments
 NC1627.within Canada, nor are they intended to replace or substitute for them.
 NC1627.The intent of sharing this data is to allow access to positions or heights
 NC1627.recognized by the United States Government. Passive control that is used by
 NC1627.both nations may share the same or similar designations or descriptions but
 NC1627.do not share official positions or heights. The 'Station Description' may
 NC1627.originate from a Canadian 'Station Report' and if so contains information
 NC1627.licensed under the 'Open Government License - Canada'.
 NC1627
 NC1627.The horizontal coordinates were established by classical geodetic methods
 NC1627.and adjusted by the National Geodetic Survey in January 1999.
 NC1627
 NC1627.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1627
 NC1627.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC1627
 NC1627.Click photographs - Photos may exist for this station.
 NC1627
 NC1627. The following values were computed from the NAD 83(1996) position.
 NC1627
 NC1627;                    North         East     Units Scale Factor Converg.
 NC1627;UTM  17      - 4,752,605.134   670,940.907   MT  0.99995949   +1 25 33.5
 NC1627
 NC1627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1627!UTM  17      -   0.99997445  x   0.99995949  =   0.99993394
 NC1627
 NC1627:                Primary Azimuth Mark                     Grid Az
 NC1627:UTM  17      -  REF MON 35 41 IBC                        237 38 11.4
 NC1627
 NC1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7094052605(NAD 83)
 NC1627
 NC1627|---------------------------------------------------------------------|
 NC1627| PID    Reference Object                     Distance      Geod. Az  |
 NC1627|                                                           dddmmss.s |
 NC1627| NC1573 PEACE BR N LINE PT                   11.087 METERS 01041     |
 NC1627| DA1934 PEACE BR S LINE PT RM 2               1.787 METERS 19411     |
 NC1627| NC1635 REF MON 35 41 IBC                   APPROX. 1.1 KM 2390344.9 |
 NC1627|---------------------------------------------------------------------|
 NC1627
 NC1627                          SUPERSEDED SURVEY CONTROL
 NC1627
 NC1627  NAD 83(1986)-  42 54 24.90041(N)    078 54 21.50227(W) AD(       ) 3
 NC1627  NAD 27      -  42 54 24.69582(N)    078 54 22.35864(W) AD(       ) 3
 NC1627  NGVD 29 (07/19/86)  199.     (m)          653.     (f) VERT ANG       
 NC1627
 NC1627.Superseded values are not recommended for survey control.
 NC1627
 NC1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1627.See file dsdata.pdf to determine how the superseded data were derived.
 NC1627
 NC1627_MARKER: X = CHISELED CROSS
 NC1627_SETTING: 0 = UNSPECIFIED SETTING
 NC1627
 NC1627  HISTORY     - Date     Condition        Report By
 NC1627  HISTORY     - 1973     MONUMENTED       IBC
 NC1627  HISTORY     - 19910716 GOOD             USPSQD
 NC1627
 NC1627                          STATION DESCRIPTION
 NC1627
 NC1627'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1973 (CRM)
 NC1627'THE STATION LOCATED ON THE INTERNATIONAL PEACE BRIDGE, CROSSING OVER
 NC1627'THE NIAGARA RIVER, WHICH CONNECTS THE CITIES OF BUFFALO, NEW YORK AND
 NC1627'FORT ERIE, ONTARIO.  THIS STATION IS VERY NEAR TO WHERE THE CENTER
 NC1627'LINE OF THE INTERNATIONAL BOUNDARY CROSSES THE BRIDGE.
 NC1627'
 NC1627'THE STATION MARK IS A CROSS CUT INTO THE STEEL CURBING OF THE SOUTH
 NC1627'SIDEWALK OF THE BRIDGE.  THIS MARK IS ON THE LINE BETWEEN THE CENTER
 NC1627'FLAGPOLES OF 2 SETS OF 3 FLAGPOLES, ONE ON BOTH THE NORTH AND SOUTH
 NC1627'SIDE OF THE BRIDGE.
 NC1627'
 NC1627'REFERENCE MARK S 2 IS A CHISELED CUT ALONG THE EDGE OF THE LOWER RAIL
 NC1627'OF THE BRIDGES SOUTH GUARDRAIL.  IT IS APPROXIMATELY 8 INCHES ABOVE
 NC1627'THE LEVEL OF THE SOUTH SIDEWALK, AND ABOUT 2 INCHES WEST OF THE
 NC1627'GUARDRAIL POST ABOVE WHICH THE SOUTH CENTER FLAGPOLE IS ATTACHED.
 NC1627'RM S 2 IS STAMPED ON THIS RAIL NEAR THE CUT.
 NC1627
 NC1627                          STATION RECOVERY (1991)
 NC1627
 NC1627'RECOVERY NOTE BY US POWER SQUADRON 1991 (HEE)
 NC1627'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 AB3885 ***********************************************************************
 AB3885  DESIGNATION -  PIER C CHAMBLY
 AB3885  PID         -  AB3885
 AB3885  STATE/COUNTY-  PQ/LA VALLEE DU RICHELIEU
 AB3885  COUNTRY     -  CANADA
 AB3885  NTS MAPSHEET-  SAINT-JEAN-SUR-RICHELIEU (2020)
 AB3885
 AB3885                         *CURRENT SURVEY CONTROL
 AB3885  ______________________________________________________________________
 AB3885* NAD 83(2011) POSITION- 45 24 28.97716(N) 073 21 12.91525(W)   ADJUSTED
 AB3885* NAD 83(2011) ELLIP HT-   -12.291 (meters)        (06/27/12)   ADJUSTED
 AB3885* NAD 83(2011) EPOCH   -  2010.00
 AB3885* NAVD 88 ORTHO HEIGHT -    18.2   (meters)       60.    (feet) GPS OBS
 AB3885  ______________________________________________________________________
 AB3885  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AB3885  GEOID HEIGHT    -        -30.465 (meters)                     GEOID99
 AB3885  GEOID HEIGHT    -        -31.084 (meters)                     EGM08
 AB3885  NAD 83(2011) X  -  1,284,908.678 (meters)                     COMP
 AB3885  NAD 83(2011) Y  - -4,297,422.416 (meters)                     COMP
 AB3885  NAD 83(2011) Z  -  4,519,291.686 (meters)                     COMP
 AB3885
 AB3885  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB3885  Standards:
 AB3885         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB3885            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB3885  -------------------------------------------------------------------
 AB3885  NETWORK    0.45   1.04           0.21   0.15   0.53     -0.05839715
 AB3885  -------------------------------------------------------------------
 AB3885  Click here for local accuracies and other accuracy information.
 AB3885
 AB3885.The positional and height information provided upon this datasheet are not
 AB3885.officially recognized by the Government of Canada, provincial governments
 AB3885.within Canada, nor are they intended to replace or substitute for them.
 AB3885.The intent of sharing this data is to allow access to positions or heights
 AB3885.recognized by the United States Government. Passive control that is used by
 AB3885.both nations may share the same or similar designations or descriptions but
 AB3885.do not share official positions or heights. The 'Station Description' may
 AB3885.originate from a Canadian 'Station Report' and if so contains information
 AB3885.licensed under the 'Open Government License - Canada'.
 AB3885
 AB3885.The horizontal coordinates were established by GPS observations
 AB3885.and adjusted by the National Geodetic Survey in June 2012.
 AB3885
 AB3885.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB3885.been affixed to the stable North American tectonic plate. See 
 AB3885.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB3885
 AB3885.The horizontal coordinates are valid at the epoch date displayed above
 AB3885.which is a decimal equivalence of Year/Month/Day.
 AB3885
 AB3885.The orthometric height was determined by GPS observations and a
 AB3885.high-resolution geoid model.
 AB3885
 AB3885.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB3885
 AB3885.Click photographs - Photos may exist for this station.
 AB3885
 AB3885.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3885
 AB3885.The ellipsoidal height was determined by GPS observations
 AB3885.and is referenced to NAD 83.
 AB3885
 AB3885. The following values were computed from the NAD 83(2011) position.
 AB3885
 AB3885;                    North         East     Units Scale Factor Converg.
 AB3885;UTM  18      - 5,029,599.516   628,837.914   MT  0.99980409   +1 10 21.4
 AB3885
 AB3885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3885!UTM  18      -   1.00000193  x   0.99980409  =   0.99980602
 AB3885
 AB3885_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXR2883729599(NAD 83)
 AB3885
 AB3885                          SUPERSEDED SURVEY CONTROL
 AB3885
 AB3885  NAD 83(2007)-  45 24 28.97750(N)    073 21 12.91606(W) AD(2002.00) 0
 AB3885  ELLIP H (02/10/07)  -12.274  (m)                       GP(2002.00)    
 AB3885  ELLIP H (11/05/01)  -12.297  (m)                       GP(       ) 4 1
 AB3885  NAD 83(1996)-  45 24 28.97802(N)    073 21 12.91716(W) AD(       ) B
 AB3885  ELLIP H (07/24/97)  -12.296  (m)                       GP(       ) 1 1
 AB3885  NAD 83(1992)-  45 24 28.97662(N)    073 21 12.91603(W) AD(       ) B
 AB3885  NAD 83(1992)-  45 24 28.97632(N)    073 21 12.91652(W) AD(       ) B
 AB3885  ELLIP H (06/10/96)  -12.268  (m)                       GP(       ) 1 1
 AB3885  NAVD 88 (06/10/96)   18.0    (m)  GEOID93  model used  GPS OBS        
 AB3885
 AB3885.Superseded values are not recommended for survey control.
 AB3885
 AB3885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3885.See file dsdata.pdf to determine how the superseded data were derived.
 AB3885
 AB3885_MARKER: Z = SEE DESCRIPTION
 AB3885_SETTING: 0 = UNSPECIFIED SETTING
 AB3885_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB3885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3885+STABILITY: SURFACE MOTION
 AB3885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3885+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2001
 AB3885
 AB3885  HISTORY     - Date     Condition        Report By
 AB3885  HISTORY     - 1994     MONUMENTED       NYDT
 AB3885  HISTORY     - 20010808 GOOD             GSC
 AB3885
 AB3885                          STATION DESCRIPTION
 AB3885
 AB3885'DESCRIBED BY NY DEPT OF TRANSP 1994
 AB3885'NO DESCRIPTION SUBMITTED FOR THIS POINT.  TEXT CREATED BY ADDESC.
 AB3885
 AB3885                          STATION RECOVERY (2001)
 AB3885
 AB3885'RECOVERY NOTE BY GEODETIC SURVEY OF CANADA 2001 (BP)
 AB3885'NO DESCRIPTIVE TEXT AVAILABLE.  FOR INFORMATION CONTACT BERNARD
 AB3885'PERRON, SERVICE DE LA
 AB3885'GEODESIE, MINISTERE DES RESSOURCES NATURELLES, 5700, 4E AVENUE QUEST,
 AB3885'BUREAU E-305,
 AB3885'CHARLESBOURG (QUEBEC) CANADA G1H 6R1, PHONE 418-627-6281, EXT 2010.
 AB3885'
 AB3885'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 NC1583 ***********************************************************************
 NC1583  DESIGNATION -  PIER IWC
 NC1583  PID         -  NC1583
 NC1583  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 NC1583  COUNTRY     -  CANADA
 NC1583  NTS MAPSHEET-  FORT ERIE (2020)
 NC1583
 NC1583                         *CURRENT SURVEY CONTROL
 NC1583  ______________________________________________________________________
 NC1583* NAD 83(1996) POSITION- 42 55 43.63991(N) 078 54 43.62628(W)   ADJUSTED
 NC1583* NAVD 88 ORTHO HEIGHT -   173.    (meters)      568.    (feet) SCALED
 NC1583  ______________________________________________________________________
 NC1583  GEOID HEIGHT    -        -35.937 (meters)                     EGM08
 NC1583  HORZ ORDER      -  THIRD
 NC1583
 NC1583.The positional and height information provided upon this datasheet are not
 NC1583.officially recognized by the Government of Canada, provincial governments
 NC1583.within Canada, nor are they intended to replace or substitute for them.
 NC1583.The intent of sharing this data is to allow access to positions or heights
 NC1583.recognized by the United States Government. Passive control that is used by
 NC1583.both nations may share the same or similar designations or descriptions but
 NC1583.do not share official positions or heights. The 'Station Description' may
 NC1583.originate from a Canadian 'Station Report' and if so contains information
 NC1583.licensed under the 'Open Government License - Canada'.
 NC1583
 NC1583.The horizontal coordinates were established by classical geodetic methods
 NC1583.and adjusted by the National Geodetic Survey in January 1999.
 NC1583
 NC1583.The orthometric height was scaled from a topographic map.
 NC1583
 NC1583.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC1583
 NC1583.Click photographs - Photos may exist for this station.
 NC1583
 NC1583. The following values were computed from the NAD 83(1996) position.
 NC1583
 NC1583;                    North         East     Units Scale Factor Converg.
 NC1583;UTM  17      - 4,755,021.789   670,378.972   MT  0.99995713   +1 25 20.5
 NC1583
 NC1583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1583!UTM  17      -   0.99997853  x   0.99995713  =   0.99993566
 NC1583
 NC1583:                Primary Azimuth Mark                     Grid Az
 NC1583:UTM  17      -  HERTEL IBC                               011 05 43.4
 NC1583
 NC1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7037855021(NAD 83)
 NC1583
 NC1583|---------------------------------------------------------------------|
 NC1583| PID    Reference Object                     Distance      Geod. Az  |
 NC1583|                                                           dddmmss.s |
 NC1583| NC1631 HERTEL IBC                          APPROX. 1.2 KM 0123103.9 |
 NC1583| NC1559 BUFF ST FRANCIS CH CROSS            APPROX. 1.2 KM 0494305.5 |
 NC1583| NC1571 FILL SUB                            APPROX. 0.6 KM 0754121.6 |
 NC1583|---------------------------------------------------------------------|
 NC1583
 NC1583                          SUPERSEDED SURVEY CONTROL
 NC1583
 NC1583  NAD 83(1986)-  42 55 43.64581(N)    078 54 43.62364(W) AD(       ) 3
 NC1583  NAD 27      -  42 55 43.44100(N)    078 54 44.48300(W) AD(       ) 3
 NC1583
 NC1583.Superseded values are not recommended for survey control.
 NC1583
 NC1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1583.See file dsdata.pdf to determine how the superseded data were derived.
 NC1583
 NC1583_MARKER: Z = SEE DESCRIPTION
 NC1583_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NC1583+WITH SETTING: PAVEMENT
 NC1583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC1583+STABILITY: SURFACE MOTION
 NC1583
 NC1583  HISTORY     - Date     Condition        Report By
 NC1583  HISTORY     - 1909     MONUMENTED       IWC
 NC1583  HISTORY     - 1971     GOOD             IBC
 NC1583
 NC1583                          STATION DESCRIPTION
 NC1583
 NC1583'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1909 (GCB)
 NC1583'ON THE TOP OF THE SECOND PIER FROM THE CANADIAN SIDE OF THE
 NC1583'INTERNATIONAL BRIDGE (R R BRIDGE) ACROSS THE NIAGARA RIVER BETWEEN
 NC1583'BUFFALO, NEW YORK, AND BRIDGEBURG, ONT.  THE STATION IS ON THE NORTH
 NC1583'SIDE OF THE BRIDGE, 4.9 FEET FROM THE NORTHEAST CORNER, AND 4.7
 NC1583'FEET FROM THE NORTHWEST CORNER OF THE PIER.
 NC1583'
 NC1583'STATION MARK, THE CENTER OF A 3/8-INCH BRASS PLUG, SET IN THE
 NC1583'BOTTOM OF A HOLE 2 INCHES IN DIAMETER AND 1 INCH DEEP IN THE CONCRETE
 NC1583'SURFACE OF THE PIER.
 NC1583
 NC1583                          STATION RECOVERY (1971)
 NC1583
 NC1583'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 NC1583'STATION RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 QH0718 ***********************************************************************
 QH0718  DESIGNATION -  PINNACLE
 QH0718  PID         -  QH0718
 QH0718  STATE/COUNTY-  PQ/COATICOOK
 QH0718  COUNTRY     -  CANADA
 QH0718  NTS MAPSHEET-  COATICOOK (2020)
 QH0718
 QH0718                         *CURRENT SURVEY CONTROL
 QH0718  ______________________________________________________________________
 QH0718* NAD 83(1996) POSITION- 45 01 25.13262(N) 071 53 45.33071(W)   ADJUSTED
 QH0718* NAVD 88 ORTHO HEIGHT -   648.    (meters)     2126.    (feet) SCALED
 QH0718  ______________________________________________________________________
 QH0718  GEOID HEIGHT    -        -28.329 (meters)                     EGM08
 QH0718  HORZ ORDER      -  SECOND
 QH0718
 QH0718.The positional and height information provided upon this datasheet are not
 QH0718.officially recognized by the Government of Canada, provincial governments
 QH0718.within Canada, nor are they intended to replace or substitute for them.
 QH0718.The intent of sharing this data is to allow access to positions or heights
 QH0718.recognized by the United States Government. Passive control that is used by
 QH0718.both nations may share the same or similar designations or descriptions but
 QH0718.do not share official positions or heights. The 'Station Description' may
 QH0718.originate from a Canadian 'Station Report' and if so contains information
 QH0718.licensed under the 'Open Government License - Canada'.
 QH0718
 QH0718.The horizontal coordinates were established by classical geodetic methods
 QH0718.and adjusted by the National Geodetic Survey in May 1998.
 QH0718
 QH0718.The orthometric height was scaled from a topographic map.
 QH0718
 QH0718.Significant digits in the geoid height do not necessarily reflect accuracy.
 QH0718
 QH0718.Click photographs - Photos may exist for this station.
 QH0718
 QH0718. The following values were computed from the NAD 83(1996) position.
 QH0718
 QH0718;                    North         East     Units Scale Factor Converg.
 QH0718;UTM  19      - 4,989,657.806   271,850.659   MT  1.00024009   -2 02 58.0
 QH0718
 QH0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0718!UTM  19      -   0.99990287  x   1.00024009  =   1.00014293
 QH0718
 QH0718:                Primary Azimuth Mark                     Grid Az
 QH0718:UTM  19      -  BROWN                                    072 14 55.6
 QH0718
 QH0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBK7185089657(NAD 83)
 QH0718
 QH0718|---------------------------------------------------------------------|
 QH0718| PID    Reference Object                     Distance      Geod. Az  |
 QH0718|                                                           dddmmss.s |
 QH0718| QH0668 BROWN                               APPROX.17.2 KM 0701157.6 |
 QH0718|---------------------------------------------------------------------|
 QH0718
 QH0718                          SUPERSEDED SURVEY CONTROL
 QH0718
 QH0718  NAD 83(1992)-  45 01 25.13120(N)    071 53 45.33009(W) AD(       ) 2
 QH0718  NAD 83(1986)-  45 01 25.13942(N)    071 53 45.32891(W) AD(       ) 2
 QH0718  NAD 27      -  45 01 24.97300(N)    071 53 46.98500(W) AD(       ) 2
 QH0718
 QH0718.Superseded values are not recommended for survey control.
 QH0718
 QH0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0718.See file dsdata.pdf to determine how the superseded data were derived.
 QH0718
 QH0718_MARKER: DD = SURVEY DISK
 QH0718_SETTING: 66 = SET IN ROCK OUTCROP
 QH0718_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QH0718+STABILITY: POSITION/ELEVATION WELL
 QH0718
 QH0718  HISTORY     - Date     Condition        Report By
 QH0718  HISTORY     - 1917     MONUMENTED       IBC
 QH0718  HISTORY     - 1971     MARK NOT FOUND   IBC
 QH0718
 QH0718                          STATION DESCRIPTION
 QH0718
 QH0718'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (JDC)
 QH0718'IN BARNSTON TOWNSHIP, ON BARNSTON PINNACLE.  TO REACH THE STATION,
 QH0718'FOLLOW THE ROAD SOUTH ALONG THE LAKE SHORE FROM BALDWINS MILLS.  A
 QH0718'TRAIL LEADS UP FROM THE END OF THE ROAD.  THE STATION IS ON THE
 QH0718'HIGHEST POINT OF THE HILL OVERLOOKING THE COUNTRY TO THE SOUTH
 QH0718'AND WEST.
 QH0718'
 QH0718'STATION MARK--BRONZE DISK OF THE GEODETIC SURVEY OF
 QH0718'CANADA SET IN SOLID ROCK.
 QH0718
 QH0718                          STATION RECOVERY (1971)
 QH0718
 QH0718'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (NP)
 QH0718'STATION WAS NOT RECOVERED IN 1971.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 QH0717 ***********************************************************************
 QH0717  DESIGNATION -  PINNACLE 2
 QH0717  PID         -  QH0717
 QH0717  STATE/COUNTY-  PQ/COATICOOK
 QH0717  COUNTRY     -  CANADA
 QH0717  NTS MAPSHEET-  COATICOOK (2020)
 QH0717
 QH0717                         *CURRENT SURVEY CONTROL
 QH0717  ______________________________________________________________________
 QH0717* NAD 83(1996) POSITION- 45 01 24.95836(N) 071 53 45.03561(W)   ADJUSTED
 QH0717* NAVD 88 ORTHO HEIGHT -   667.    (meters)     2188.    (feet) VERTCON
 QH0717  ______________________________________________________________________
 QH0717  GEOID HEIGHT    -        -28.328 (meters)                     EGM08
 QH0717  HORZ ORDER      -  SECOND
 QH0717
 QH0717.The positional and height information provided upon this datasheet are not
 QH0717.officially recognized by the Government of Canada, provincial governments
 QH0717.within Canada, nor are they intended to replace or substitute for them.
 QH0717.The intent of sharing this data is to allow access to positions or heights
 QH0717.recognized by the United States Government. Passive control that is used by
 QH0717.both nations may share the same or similar designations or descriptions but
 QH0717.do not share official positions or heights. The 'Station Description' may
 QH0717.originate from a Canadian 'Station Report' and if so contains information
 QH0717.licensed under the 'Open Government License - Canada'.
 QH0717
 QH0717.The horizontal coordinates were established by classical geodetic methods
 QH0717.and adjusted by the National Geodetic Survey in May 1998.
 QH0717
 QH0717.The NAVD 88 height was computed by applying the VERTCON shift value to
 QH0717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QH0717
 QH0717.Significant digits in the geoid height do not necessarily reflect accuracy.
 QH0717
 QH0717.Click photographs - Photos may exist for this station.
 QH0717
 QH0717. The following values were computed from the NAD 83(1996) position.
 QH0717
 QH0717;                    North         East     Units Scale Factor Converg.
 QH0717;UTM  19      - 4,989,652.197   271,856.925   MT  1.00024005   -2 02 57.8
 QH0717
 QH0717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0717!UTM  19      -   0.99989989  x   1.00024005  =   1.00013992
 QH0717
 QH0717:                Primary Azimuth Mark                     Grid Az
 QH0717:UTM  19      -  DUFFERIN 2                               291 31 01.2
 QH0717
 QH0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBK7185689652(NAD 83)
 QH0717
 QH0717|---------------------------------------------------------------------|
 QH0717| PID    Reference Object                     Distance      Geod. Az  |
 QH0717|                                                           dddmmss.s |
 QH0717| PG2180 DUFFERIN 2                          APPROX.13.8 KM 2892803.4 |
 QH0717|---------------------------------------------------------------------|
 QH0717
 QH0717                          SUPERSEDED SURVEY CONTROL
 QH0717
 QH0717  NAD 83(1992)-  45 01 24.95693(N)    071 53 45.03502(W) AD(       ) 2
 QH0717  NAD 83(1986)-  45 01 24.96540(N)    071 53 45.03362(W) AD(       ) 2
 QH0717  NAD 27      -  45 01 24.80882(N)    071 53 46.72220(W) AD(       ) 2
 QH0717  NGVD 29 (07/19/86)  667.     (m)         2188.     (f) VERT ANG       
 QH0717
 QH0717.Superseded values are not recommended for survey control.
 QH0717
 QH0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0717.See file dsdata.pdf to determine how the superseded data were derived.
 QH0717
 QH0717_MARKER: DD = SURVEY DISK
 QH0717_SETTING: 66 = SET IN ROCK OUTCROP
 QH0717_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QH0717+STABILITY: POSITION/ELEVATION WELL
 QH0717
 QH0717  HISTORY     - Date     Condition        Report By
 QH0717  HISTORY     - 1971     MONUMENTED       IBC
 QH0717
 QH0717                          STATION DESCRIPTION
 QH0717
 QH0717'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1971 (NP)
 QH0717'APPROXIMATELY 9 METRES SOUTHEAST OF THE ORIGINAL STATION
 QH0717'PINNACLE 1917.  SEE DESCRIPION FOR PINNACLE 1917.
 QH0717'
 QH0717'STATION MARK--STANDARD IBC TRIANGULATION TABLET CEMENTED
 QH0717'IN BEDROCK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 NC1610 ***********************************************************************
 NC1610  DESIGNATION -  PLEASANT
 NC1610  PID         -  NC1610
 NC1610  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 NC1610  COUNTRY     -  CANADA
 NC1610  NTS MAPSHEET-  FORT ERIE (2020)
 NC1610
 NC1610                         *CURRENT SURVEY CONTROL
 NC1610  ______________________________________________________________________
 NC1610* NAD 83(1996) POSITION- 42 56 57.09249(N) 078 56 42.69078(W)   ADJUSTED
 NC1610* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 NC1610  ______________________________________________________________________
 NC1610  GEOID HEIGHT    -        -36.008 (meters)                     EGM08
 NC1610  HORZ ORDER      -  THIRD
 NC1610
 NC1610.The positional and height information provided upon this datasheet are not
 NC1610.officially recognized by the Government of Canada, provincial governments
 NC1610.within Canada, nor are they intended to replace or substitute for them.
 NC1610.The intent of sharing this data is to allow access to positions or heights
 NC1610.recognized by the United States Government. Passive control that is used by
 NC1610.both nations may share the same or similar designations or descriptions but
 NC1610.do not share official positions or heights. The 'Station Description' may
 NC1610.originate from a Canadian 'Station Report' and if so contains information
 NC1610.licensed under the 'Open Government License - Canada'.
 NC1610
 NC1610.The horizontal coordinates were established by classical geodetic methods
 NC1610.and adjusted by the National Geodetic Survey in January 1999.
 NC1610
 NC1610.The orthometric height was scaled from a topographic map.
 NC1610
 NC1610.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC1610
 NC1610.Click photographs - Photos may exist for this station.
 NC1610
 NC1610. The following values were computed from the NAD 83(1996) position.
 NC1610
 NC1610;                    North         East     Units Scale Factor Converg.
 NC1610;UTM  17      - 4,757,221.160   667,624.587   MT  0.99994568   +1 24 01.3
 NC1610
 NC1610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1610!UTM  17      -   0.99997807  x   0.99994568  =   0.99992375
 NC1610
 NC1610:                Primary Azimuth Mark                     Grid Az
 NC1610:UTM  17      -  ISLAND                                   019 20 51.8
 NC1610
 NC1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6762457221(NAD 83)
 NC1610
 NC1610|---------------------------------------------------------------------|
 NC1610| PID    Reference Object                     Distance      Geod. Az  |
 NC1610|                                                           dddmmss.s |
 NC1610| NC1609 ISLAND                              APPROX. 1.2 KM 0204453.1 |
 NC1610| NC1596 BUFF DUNLOP NORTH TANK              APPROX. 3.0 KM 0352010.5 |
 NC1610| NC1580 BUFF STRAWBERRY REAR LT             APPROX. 2.9 KM 0755743.2 |
 NC1610| NC1581 BUFF STRAWBERRY FRONT LT            APPROX. 2.9 KM 0803502.4 |
 NC1610| DA1946 PLEASANT RM 2                        57.660 METERS 12822     |
 NC1610| DA1945 PLEASANT RM 1                        15.438 METERS 22159     |
 NC1610| NC1615 STOCKDALE                           APPROX. 1.2 KM 2680916.6 |
 NC1610| NC1613 BEAVER IS PARK BLDG CUPOLA          APPROX. 1.3 KM 3393441.8 |
 NC1610|---------------------------------------------------------------------|
 NC1610
 NC1610                          SUPERSEDED SURVEY CONTROL
 NC1610
 NC1610  NAD 83(1986)-  42 56 57.09844(N)    078 56 42.68830(W) AD(       ) 3
 NC1610  NAD 27      -  42 56 56.89000(N)    078 56 43.54300(W) AD(       ) 3
 NC1610
 NC1610.Superseded values are not recommended for survey control.
 NC1610
 NC1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1610.See file dsdata.pdf to determine how the superseded data were derived.
 NC1610
 NC1610_MARKER: DD = SURVEY DISK
 NC1610_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NC1610
 NC1610  HISTORY     - Date     Condition        Report By
 NC1610  HISTORY     - 1909     MONUMENTED       IWC
 NC1610  HISTORY     - 1956     GOOD             IBC
 NC1610  HISTORY     - 1971     MARK NOT FOUND   IBC
 NC1610
 NC1610                          STATION DESCRIPTION
 NC1610
 NC1610'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1909 (GCB)
 NC1610'ON THE CANADIAN SIDE OF THE NIAGARA RIVER, IN BERTIE TOWNSHIP, 2.3
 NC1610'MILES BELOW THE INTERNATIONAL RAILROAD BRIDGE AND OPPOSITE BEAVER
 NC1610'ISLAND STATE PARK.  THE STATION IS IN FRONT OF W J STOCKDALES BARN,
 NC1610'20 FEET FROM THE CENTER OF QUEEN VICTORIA PARKWAY AND 5 FEET FROM
 NC1610'THE EDGE OF THE RIVER BANK.  IT IS 5.15 FEET FROM THE MIDDLE TREE
 NC1610'OF THREE MAPLES, 17.8 FEET FROM THE SOUTHWESTERN TREE AND 20.7 FEET
 NC1610'FROM THE NORTHERN ONE.  IT IS 1.4 FEET SOUTHEAST OF AN 8 - INCH
 NC1610'CYLINDER OF CONCRETE MARKED---I.W.C. 1909---, WHOSE TOP IS 6 INCHES
 NC1610'UNDERGROUND.
 NC1610'
 NC1610'STATION MARK, AN IBC STANDARD BRONZE - DISK STATION MARK SET FLUSH
 NC1610'WITH THE SURFACE OF THE GROUND IN THE TOP OF A CYLINDER OF CONCRETE
 NC1610'8 INCHES IN DIAMETER AND 2 FEET IN DEPTH.  SUBSURFACE MARK IS A BRASS
 NC1610'BOLT SET 2 FEET UNDERGROUND IN THE TOP OF A CYLINDER OF CONCRETE.
 NC1610'THERE ARE TWO REFERENCES.  NO 1 IS A USLS STANDARD BRONZE - DISK
 NC1610'REFERENCE MARK SET 2 INCHES ABOVE THE SURFACE OF THE GROUND IN THE
 NC1610'TOP OF A CYLINDER OF CONCRETE.  IT IS IN THE NORTH ROAD LINE AT A
 NC1610'POINT 3 FEET WEST OF A 3 - FOOT MAPLE STUMP AND IS 50.65 FEET
 NC1610'S - 51 DEGREES - W OF THE STATION.  NO 2 IS A SIMILAR MARK SITUATED
 NC1610'NEAR THE FENCE CORNER OF THE SOUTHEAST CORNER OF THE ROAD
 NC1610'INTERSECTION.  IT BEARS S - 43 DEGREES - E FROM THE STATION, DISTANT
 NC1610'189.2 FEET.
 NC1610
 NC1610                          STATION RECOVERY (1956)
 NC1610
 NC1610'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956 (NWS)
 NC1610'STATION RECOVERED IN GOOD CONDITION.
 NC1610
 NC1610                          STATION RECOVERY (1971)
 NC1610
 NC1610'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 NC1610'STATION SEARCHED FOR BUT NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 DP6613 ***********************************************************************
 DP6613  CORS        -  This is a GPS Continuously Operating Reference Station.
 DP6613  DESIGNATION -  PMTL RACS-APM CORS ARP
 DP6613  CORS_ID     -  PMTL
 DP6613  PID         -  DP6613
 DP6613  STATE/COUNTY-  PQ/MONTREAL
 DP6613  COUNTRY     -  CANADA
 DP6613  NTS MAPSHEET-  LAVAL (2020)
 DP6613
 DP6613                         *CURRENT SURVEY CONTROL
 DP6613  ______________________________________________________________________
 DP6613* NAD 83(2011) POSITION- 45 33 25.45913(N) 073 31 13.49346(W)   ADJUSTED
 DP6613* NAD 83(2011) ELLIP HT-    55.178 (meters)        (06/??/19)   ADJUSTED
 DP6613* NAD 83(2011) EPOCH   -  2010.00
 DP6613  ______________________________________________________________________
 DP6613  GEOID HEIGHT    -        -31.531 (meters)                     EGM08
 DP6613  NAD 83(2011) X  -  1,269,053.807 (meters)                     COMP
 DP6613  NAD 83(2011) Y  - -4,289,866.176 (meters)                     COMP
 DP6613  NAD 83(2011) Z  -  4,530,952.283 (meters)                     COMP
 DP6613
 DP6613.Formal positional accuracy estimates are not available for this CORS
 DP6613.because its coordinates were determined in part using modeled
 DP6613.velocities. Approximate one-sigma accuracies for latitude, longitude,
 DP6613.and ellipsoid height can be obtained from the short-term time series.
 DP6613.Additional information regarding modeled velocities is available on
 DP6613.the CORS Coordinates for MYCS2 web page:
 DP6613.https://www.ngs.noaa.gov/CORS/news/mycs2/mycs2.shtml.
 DP6613
 DP6613.The positional and height information provided upon this datasheet are not
 DP6613.officially recognized by the Government of Canada, provincial governments
 DP6613.within Canada, nor are they intended to replace or substitute for them.
 DP6613.The intent of sharing this data is to allow access to positions or heights
 DP6613.recognized by the United States Government. Passive control that is used by
 DP6613.both nations may share the same or similar designations or descriptions but
 DP6613.do not share official positions or heights. The 'Station Description' may
 DP6613.originate from a Canadian 'Station Report' and if so contains information
 DP6613.licensed under the 'Open Government License - Canada'.
 DP6613
 DP6613.The coordinates were established by GPS observations
 DP6613.and adjusted by the National Geodetic Survey in June 2019.
 DP6613
 DP6613.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP6613.been affixed to the stable North American Tectonic Plate. 
 DP6613
 DP6613.The coordinates are valid at the epoch date displayed above
 DP6613.which is a decimal equivalence of Year/Month/Day.
 DP6613
 DP6613.Due to the release of the International GNSS Service (IGS) 2014
 DP6613.realization of the International Terrestrial Reference Frame of 2014
 DP6613.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DP6613.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DP6613.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DP6613.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DP6613.currently published epoch of 2010.00.
 DP6613
 DP6613.Additional information on MYCS2 is available at
 DP6613.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DP6613
 DP6613.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6613
 DP6613.The PID for the CORS L1 Phase Center is DP6614.
 DP6613
 DP6613.Click photographs - Photos may exist for this station.
 DP6613
 DP6613.The XYZ, and position/ellipsoidal ht. are equivalent.
 DP6613
 DP6613.The ellipsoidal height was determined by GPS observations
 DP6613.and is referenced to NAD 83.
 DP6613
 DP6613. The following values were computed from the NAD 83(2011) position.
 DP6613
 DP6613;                    North         East     Units Scale Factor Converg.
 DP6613;UTM  18      - 5,045,901.706   615,478.182   MT  0.99976395   +1 03 23.3
 DP6613
 DP6613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP6613!UTM  18      -   0.99999135  x   0.99976395  =   0.99975530
 DP6613
 DP6613_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXR1547845901(NAD 83)
 DP6613
 DP6613                          SUPERSEDED SURVEY CONTROL
 DP6613
 DP6613  NAD 83(2011)-  45 33 25.45934(N)    073 31 13.49348(W) AD(2010.00) c
 DP6613  ELLIP H (03/??/15)   55.157  (m)                       GP(2010.00) c c
 DP6613
 DP6613.Superseded values are not recommended for survey control.
 DP6613
 DP6613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP6613.See file dsdata.pdf to determine how the superseded data were derived.
 DP6613
 DP6613_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DP6613
 DP6613                          STATION DESCRIPTION
 DP6613
 DP6613'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DP6613'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DP6613'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DP6613'ACCESSIBLE AT THE WORLDWIDE WEB.
 DP6613'https://geodesy.noaa.gov/CORS/data.shtml
 DP6613'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 DO2062 ***********************************************************************
 DO2062  CORS        -  This is a GPS Continuously Operating Reference Station.
 DO2062  DESIGNATION -  POINTE-AU-PERE CORS ARP
 DO2062  CORS_ID     -  PPER
 DO2062  PID         -  DO2062
 DO2062  STATE/COUNTY-  PQ/RIMOUSKI NEIGETTE
 DO2062  COUNTRY     -  CANADA
 DO2062  NTS MAPSHEET-  MONT-JOLI (2020)
 DO2062
 DO2062                         *CURRENT SURVEY CONTROL
 DO2062  ______________________________________________________________________
 DO2062* NAD 83(2011) POSITION- 48 31 00.58673(N) 068 28 09.98686(W)   ADJUSTED
 DO2062* NAD 83(2011) ELLIP HT-   -20.080 (meters)        (07/??/20)   ADJUSTED
 DO2062* NAD 83(2011) EPOCH   -  2010.00
 DO2062  ______________________________________________________________________
 DO2062  GEOID HEIGHT    -        -26.599 (meters)                     EGM08
 DO2062  NAD 83(2011) X  -  1,553,435.424 (meters)                     COMP
 DO2062  NAD 83(2011) Y  - -3,937,465.663 (meters)                     COMP
 DO2062  NAD 83(2011) Z  -  4,755,122.445 (meters)                     COMP
 DO2062
 DO2062  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO2062  Standards:
 DO2062         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO2062            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO2062  -------------------------------------------------------------------
 DO2062  NETWORK    0.12   0.22           0.04   0.05   0.11     -0.54519500
 DO2062  -------------------------------------------------------------------
 DO2062
 DO2062.The positional and height information provided upon this datasheet are not
 DO2062.officially recognized by the Government of Canada, provincial governments
 DO2062.within Canada, nor are they intended to replace or substitute for them.
 DO2062.The intent of sharing this data is to allow access to positions or heights
 DO2062.recognized by the United States Government. Passive control that is used by
 DO2062.both nations may share the same or similar designations or descriptions but
 DO2062.do not share official positions or heights. The 'Station Description' may
 DO2062.originate from a Canadian 'Station Report' and if so contains information
 DO2062.licensed under the 'Open Government License - Canada'.
 DO2062
 DO2062.The coordinates were established by GPS observations
 DO2062.and adjusted by the National Geodetic Survey in July 2020.
 DO2062
 DO2062.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO2062.been affixed to the stable North American Tectonic Plate. 
 DO2062
 DO2062.The coordinates are valid at the epoch date displayed above
 DO2062.which is a decimal equivalence of Year/Month/Day.
 DO2062
 DO2062.Due to the release of the International GNSS Service (IGS) 2014
 DO2062.realization of the International Terrestrial Reference Frame of 2014
 DO2062.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DO2062.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DO2062.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DO2062.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DO2062.currently published epoch of 2010.00.
 DO2062
 DO2062.Additional information on MYCS2 is available at
 DO2062.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DO2062
 DO2062.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2062
 DO2062.The PID for the CORS L1 Phase Center is DQ6785.
 DO2062
 DO2062.Click photographs - Photos may exist for this station.
 DO2062
 DO2062.The XYZ, and position/ellipsoidal ht. are equivalent.
 DO2062
 DO2062.The ellipsoidal height was determined by GPS observations
 DO2062.and is referenced to NAD 83.
 DO2062
 DO2062. The following values were computed from the NAD 83(2011) position.
 DO2062
 DO2062;                    North         East     Units Scale Factor Converg.
 DO2062;UTM  19      - 5,373,882.190   539,180.347   MT  0.99961886   +0 23 50.9
 DO2062
 DO2062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO2062!UTM  19      -   1.00000315  x   0.99961886  =   0.99962201
 DO2062
 DO2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 19UEP3918073882(NAD 83)
 DO2062
 DO2062                          SUPERSEDED SURVEY CONTROL
 DO2062
 DO2062  NAD 83(2011)-  48 31 00.58672(N)    068 28 09.98660(W) AD(2010.00) c
 DO2062  ELLIP H (06/??/19)  -20.073  (m)                       GP(2010.00) c c
 DO2062  NAD 83(2011)-  48 31 00.58674(N)    068 28 09.98658(W) AD(2010.00) c
 DO2062  ELLIP H (11/??/12)  -20.070  (m)                       GP(2010.00) c c
 DO2062
 DO2062.Superseded values are not recommended for survey control.
 DO2062
 DO2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO2062.See file dsdata.pdf to determine how the superseded data were derived.
 DO2062
 DO2062_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DO2062
 DO2062                          STATION DESCRIPTION
 DO2062
 DO2062'DESCRIBED BY NATIONAL GEODETIC SURVEY 2020
 DO2062'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DO2062'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DO2062'ACCESSIBLE AT THE WORLDWIDE WEB.
 DO2062'https://geodesy.noaa.gov/CORS/data.shtml
 DO2062'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 QH0710 ***********************************************************************
 QH0710  DESIGNATION -  POND
 QH0710  PID         -  QH0710
 QH0710  STATE/COUNTY-  PQ/COATICOOK
 QH0710  COUNTRY     -  CANADA
 QH0710  NTS MAPSHEET-  COATICOOK (2020)
 QH0710
 QH0710                         *CURRENT SURVEY CONTROL
 QH0710  ______________________________________________________________________
 QH0710* NAD 83(1996) POSITION- 45 00 45.11567(N) 071 55 19.51269(W)   ADJUSTED
 QH0710* NAVD 88 ORTHO HEIGHT -   663.    (meters)     2175.    (feet) SCALED
 QH0710  ______________________________________________________________________
 QH0710  GEOID HEIGHT    -        -28.335 (meters)                     EGM08
 QH0710  HORZ ORDER      -  SECOND
 QH0710
 QH0710.The positional and height information provided upon this datasheet are not
 QH0710.officially recognized by the Government of Canada, provincial governments
 QH0710.within Canada, nor are they intended to replace or substitute for them.
 QH0710.The intent of sharing this data is to allow access to positions or heights
 QH0710.recognized by the United States Government. Passive control that is used by
 QH0710.both nations may share the same or similar designations or descriptions but
 QH0710.do not share official positions or heights. The 'Station Description' may
 QH0710.originate from a Canadian 'Station Report' and if so contains information
 QH0710.licensed under the 'Open Government License - Canada'.
 QH0710
 QH0710.The horizontal coordinates were established by classical geodetic methods
 QH0710.and adjusted by the National Geodetic Survey in May 1998.
 QH0710
 QH0710.The orthometric height was scaled from a topographic map.
 QH0710
 QH0710.Significant digits in the geoid height do not necessarily reflect accuracy.
 QH0710
 QH0710.Click photographs - Photos may exist for this station.
 QH0710
 QH0710. The following values were computed from the NAD 83(1996) position.
 QH0710
 QH0710;                    North         East     Units Scale Factor Converg.
 QH0710;UTM  19      - 4,988,497.064   269,744.984   MT  1.00025196   -2 04 03.3
 QH0710;UTM  18      - 4,988,952.194   742,533.843   MT  1.00032336   +2 10 40.6
 QH0710
 QH0710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0710!UTM  19      -   0.99990052  x   1.00025196  =   1.00015245
 QH0710!UTM  18      -   0.99990052  x   1.00032336  =   1.00022385
 QH0710
 QH0710:                Primary Azimuth Mark                     Grid Az
 QH0710:UTM  19      -  AVERILL RESET                            111 02 07.1
 QH0710:UTM  18      -  AVERILL RESET                            106 47 23.2
 QH0710
 QH0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBK6974488497(NAD 83)
 QH0710
 QH0710|---------------------------------------------------------------------|
 QH0710| PID    Reference Object                     Distance      Geod. Az  |
 QH0710|                                                           dddmmss.s |
 QH0710| PF1008 AVERILL RESET                       APPROX.15.2 KM 1085803.8 |
 QH0710|---------------------------------------------------------------------|
 QH0710
 QH0710                          SUPERSEDED SURVEY CONTROL
 QH0710
 QH0710  NAD 83(1992)-  45 00 45.11425(N)    071 55 19.51205(W) AD(       ) 2
 QH0710  NAD 83(1986)-  45 00 45.12222(N)    071 55 19.51141(W) AD(       ) 2
 QH0710  NAD 27      -  45 00 44.95400(N)    071 55 21.16900(W) AD(       ) 2
 QH0710
 QH0710.Superseded values are not recommended for survey control.
 QH0710
 QH0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0710.See file dsdata.pdf to determine how the superseded data were derived.
 QH0710
 QH0710_MARKER: DD = SURVEY DISK
 QH0710_SETTING: 66 = SET IN ROCK OUTCROP
 QH0710_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QH0710+STABILITY: POSITION/ELEVATION WELL
 QH0710
 QH0710  HISTORY     - Date     Condition        Report By
 QH0710  HISTORY     - 1917     MONUMENTED       IBC
 QH0710  HISTORY     - 1971     MARK NOT FOUND   IBC
 QH0710
 QH0710                          STATION DESCRIPTION
 QH0710
 QH0710'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (JDC)
 QH0710'IN BARNSTON TOWNSHIP, ON A ROCK OUTCROP ON THE SOUTHERN ISOLATED
 QH0710'SHOULDER OF THE MOUNTAIN IMMEDIATELY WEST OF LYSTER OR BARNSTON
 QH0710'LAKE.  THE STATION IS NEAR THE SOUTHEASTERN EDGE OF THE SUMMIT OF
 QH0710'THE ISOLATED SHOULDER, WHICH IS CONSIDERABLY LOWER THAN THE MAIN
 QH0710'MOUNTAIN.  TO REACH THE STATION, GO SOUTH FROM BALDWINS MILLS ALONG
 QH0710'THE WEST SHORE OF THE LAKE AND CLIMB THE GULCH BETWEEN THE MOUNTAIN
 QH0710'AND THE SHOULDER.
 QH0710'
 QH0710'STATION MARK--BRONZE DISK OF THE GEODETIC SURVEY OF CANADA
 QH0710'SET IN SOLID ROCK.
 QH0710
 QH0710                          STATION RECOVERY (1971)
 QH0710
 QH0710'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (NP)
 QH0710'STATION WAS NOT RECOVERED IN 1971.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 NC1590 ***********************************************************************
 NC1590  DESIGNATION -  POPLARS
 NC1590  PID         -  NC1590
 NC1590  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 NC1590  COUNTRY     -  CANADA
 NC1590  NTS MAPSHEET-  FORT ERIE (2020)
 NC1590
 NC1590                         *CURRENT SURVEY CONTROL
 NC1590  ______________________________________________________________________
 NC1590* NAD 83(1996) POSITION- 42 54 08.34076(N) 078 55 03.44909(W)   ADJUSTED
 NC1590* NAVD 88 ORTHO HEIGHT -   182.    (meters)      597.    (feet) SCALED
 NC1590  ______________________________________________________________________
 NC1590  GEOID HEIGHT    -        -35.886 (meters)                     EGM08
 NC1590  HORZ ORDER      -  THIRD
 NC1590
 NC1590.The positional and height information provided upon this datasheet are not
 NC1590.officially recognized by the Government of Canada, provincial governments
 NC1590.within Canada, nor are they intended to replace or substitute for them.
 NC1590.The intent of sharing this data is to allow access to positions or heights
 NC1590.recognized by the United States Government. Passive control that is used by
 NC1590.both nations may share the same or similar designations or descriptions but
 NC1590.do not share official positions or heights. The 'Station Description' may
 NC1590.originate from a Canadian 'Station Report' and if so contains information
 NC1590.licensed under the 'Open Government License - Canada'.
 NC1590
 NC1590.The horizontal coordinates were established by classical geodetic methods
 NC1590.and adjusted by the National Geodetic Survey in January 1999.
 NC1590
 NC1590.The orthometric height was scaled from a topographic map.
 NC1590
 NC1590.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC1590
 NC1590.Click photographs - Photos may exist for this station.
 NC1590
 NC1590. The following values were computed from the NAD 83(1996) position.
 NC1590
 NC1590;                    North         East     Units Scale Factor Converg.
 NC1590;UTM  17      - 4,752,070.877   670,002.405   MT  0.99995556   +1 25 04.5
 NC1590
 NC1590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1590!UTM  17      -   0.99997711  x   0.99995556  =   0.99993267
 NC1590
 NC1590:                Primary Azimuth Mark                     Grid Az
 NC1590:UTM  17      -  FORT PORTER IWC                          085 57 48.9
 NC1590
 NC1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7000252070(NAD 83)
 NC1590
 NC1590|---------------------------------------------------------------------|
 NC1590| PID    Reference Object                     Distance      Geod. Az  |
 NC1590|                                                           dddmmss.s |
 NC1590| DA1949 POPLARS RM 2                                       01824     |
 NC1590| NC1560 FORT PORTER IWC                     APPROX. 1.4 KM 0872253.4 |
 NC1590| NC1434 BUFFALO NIA MOHAWK BLDG DOME        APPROX. 4.0 KM 1121647.4 |
 NC1590| NC1403 BUFFALO RAND BUILDING TOWER         APPROX. 4.0 KM 1162820.6 |
 NC1590| NC1547 BUFF NEW CITY HALL IBC              APPROX. 3.6 KM 1190652.4 |
 NC1590| NC1625 BUFFALO CITY HALL                   APPROX. 3.8 KM 1214459.8 |
 NC1590| NC1551 BUFF LIGHTHOUSE                     APPROX. 3.6 KM 1394846.5 |
 NC1590| NC1554 BUFF N BREAKWATER SOUTH LT          APPROX. 3.0 KM 1433838.3 |
 NC1590| NC1556 BUFF BREAKWATER NORTH LT            APPROX. 3.1 KM 1503819.8 |
 NC1590| NC1636 REF MON 35 12 IWC                    52.434 METERS 15115     |
 NC1590| NC1584 BUFF NEW INTAKE LT                  APPROX. 2.6 KM 1695905.3 |
 NC1590| NC1591 POPLARS                               7.955 METERS 26827     |
 NC1590|---------------------------------------------------------------------|
 NC1590
 NC1590                          SUPERSEDED SURVEY CONTROL
 NC1590
 NC1590  NAD 83(1986)-  42 54 08.34664(N)    078 55 03.44623(W) AD(       ) 3
 NC1590  NAD 27      -  42 54 08.14100(N)    078 55 04.30100(W) AD(       ) 3
 NC1590
 NC1590.Superseded values are not recommended for survey control.
 NC1590
 NC1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1590.See file dsdata.pdf to determine how the superseded data were derived.
 NC1590
 NC1590_MARKER: Z = SEE DESCRIPTION
 NC1590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1590
 NC1590  HISTORY     - Date     Condition        Report By
 NC1590  HISTORY     - 1909     MONUMENTED       IWC
 NC1590  HISTORY     - 1941     GOOD             IBC
 NC1590  HISTORY     - 1956     MARK NOT FOUND   IBC
 NC1590
 NC1590                          STATION DESCRIPTION
 NC1590
 NC1590'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1909 (GCB)
 NC1590'IN THE VILLAGE OF FORT ERIE, ONTARIO, ABOUT 1/2 MILE UPSTREAM FROM
 NC1590'THE PEACE BRIDGE, ON THE HIGHWAY NEXT TO AND PARALLELING THE RIVER
 NC1590'FRONT, AN EXTENSION OF NIAGARA BOULEVARD.  THE STATION IS ON THE WEST
 NC1590'SIDE OF THE HIGHWAY AND BETWEEN THE HIGHWAY AND THE SIDEWALK.  WHEN
 NC1590'THE HIGHWAY IS REPAVED AS PLANNED IN THE NEAR FUTURE THE STATION WILL
 NC1590'BE COVERED BY THE PAVING.  THE THREE POPLARS ORIGINALLY LISTED AS
 NC1590'REFERENCES NOW MEASURE FROM THE STATION AS FOLLOWS--THE SOUTH POPLAR,
 NC1590'NOW A STUMP, 31.5 FEET TO ITS FACE, THE MIDDLE POPLAR 28.7 FEET TO
 NC1590'ITS FACE, THE NORTH POPLAR 40.9 FEET TO ITS FACE.
 NC1590'
 NC1590'THE STATION MARK, A 3/8-INCH BRASS PLUG, SET IN A SMALL CONCRETE
 NC1590'MONUMENT A FEW INCHES UNDERGROUND.  THERE ARE TWO REFERENCES.
 NC1590'REFERENCE MARK NO 1, REFERRED TO AS---POPLARS 1941---IN THE NOTES,
 NC1590'IS AN IBC STANDARD BRONZE - DISK STATION MARK SET FLUSH WITH THE
 NC1590'SURFACE OF THE GROUND IN TOP OF A CYLINDER OF CONCRETE 8 INCHES IN
 NC1590'DIAMETER AND 18 INCHES IN DEPTH.  THE SUBSURFACE MARK IS A BRASS
 NC1590'SCREW SET IN THE TOP OF A BLOCK OF CONCRETE 18 INCHES UNDERGROUND.
 NC1590'THE MARK IS IN A RECESS OF THE FENCE LINE ON THE SOUTH SIDE OF AN
 NC1590'ENTRANCE DRIVEWAY, 21 FEET SOUTH OF A 2-1/2 FOOT POPLAR TREE, AND
 NC1590'4.25 FEET WEST OF THE CONCRETE SIDEWALK.  REFERENCE MARK NO 2 IS A
 NC1590'DRILL HOLE IN THE TOP OF THE CONCRETE CURB ON THE WEST SIDE OF THE
 NC1590'HIGHWAY, AT THE NORTH END OF A DRAINAGE GRILL.
 NC1590
 NC1590                          STATION RECOVERY (1941)
 NC1590
 NC1590'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 NC1590'STATION RECOVERED IN GOOD CONDITION.
 NC1590
 NC1590                          STATION RECOVERY (1956)
 NC1590
 NC1590'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956 (NWS)
 NC1590'STATION LOST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 NC1591 ***********************************************************************
 NC1591  DESIGNATION -  POPLARS
 NC1591  PID         -  NC1591
 NC1591  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 NC1591  COUNTRY     -  CANADA
 NC1591  NTS MAPSHEET-  FORT ERIE (2020)
 NC1591
 NC1591                         *CURRENT SURVEY CONTROL
 NC1591  ______________________________________________________________________
 NC1591* NAD 83(1996) POSITION- 42 54 08.33375(N) 078 55 03.79962(W)   ADJUSTED
 NC1591* NAVD 88 ORTHO HEIGHT -   182.    (meters)      597.    (feet) SCALED
 NC1591  ______________________________________________________________________
 NC1591  GEOID HEIGHT    -        -35.886 (meters)                     EGM08
 NC1591  HORZ ORDER      -  THIRD
 NC1591
 NC1591.The positional and height information provided upon this datasheet are not
 NC1591.officially recognized by the Government of Canada, provincial governments
 NC1591.within Canada, nor are they intended to replace or substitute for them.
 NC1591.The intent of sharing this data is to allow access to positions or heights
 NC1591.recognized by the United States Government. Passive control that is used by
 NC1591.both nations may share the same or similar designations or descriptions but
 NC1591.do not share official positions or heights. The 'Station Description' may
 NC1591.originate from a Canadian 'Station Report' and if so contains information
 NC1591.licensed under the 'Open Government License - Canada'.
 NC1591
 NC1591.The horizontal coordinates were established by classical geodetic methods
 NC1591.and adjusted by the National Geodetic Survey in January 1999.
 NC1591
 NC1591.The orthometric height was scaled from a topographic map.
 NC1591
 NC1591.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC1591
 NC1591.Click photographs - Photos may exist for this station.
 NC1591
 NC1591. The following values were computed from the NAD 83(1996) position.
 NC1591
 NC1591;                    North         East     Units Scale Factor Converg.
 NC1591;UTM  17      - 4,752,070.464   669,994.461   MT  0.99995552   +1 25 04.3
 NC1591
 NC1591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1591!UTM  17      -   0.99997711  x   0.99995552  =   0.99993263
 NC1591
 NC1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6999452070(NAD 83)
 NC1591
 NC1591                          SUPERSEDED SURVEY CONTROL
 NC1591
 NC1591  NAD 83(1986)-  42 54 08.33963(N)    078 55 03.79675(W) AD(       ) 3
 NC1591  NAD 27      -  42 54 08.13400(N)    078 55 04.65200(W) AD(       ) 3
 NC1591
 NC1591.Superseded values are not recommended for survey control.
 NC1591
 NC1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1591.See file dsdata.pdf to determine how the superseded data were derived.
 NC1591
 NC1591_MARKER: DD = SURVEY DISK
 NC1591_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NC1591
 NC1591  HISTORY     - Date     Condition        Report By
 NC1591  HISTORY     - 1941     MONUMENTED       IBC
 NC1591  HISTORY     - 1956     POOR             IBC
 NC1591  HISTORY     - 1971     MARK NOT FOUND   IBC
 NC1591
 NC1591                          STATION DESCRIPTION
 NC1591
 NC1591'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 NC1591'IN THE VILLAGE OF FORT ERIE, ONTARIO, ABOUT 1/2 MILE UPSTREAM FROM
 NC1591'THE PEACE BRIDGE, ON THE HIGHWAY NEXT TO AND PARALLELING THE RIVER
 NC1591'FRONT, AN EXTENSION OF NIAGARA BOULEVARD.
 NC1591'
 NC1591'STATION MARK IS A IBC STANDARD BRONZE - DISK STATION MARK SET FLUSH
 NC1591'WITH THE SURFACE OF THE GROUND IN TOP OF A CYLINDER OF CONCRETE 8
 NC1591'INCHES IN DIAMETER AND 18 INCHES IN DEPTH.  THE SUBSURFACE MARK IS A
 NC1591'BRASS SCREW SET IN THE TOP OF A BLOCK OF CONCRETE 18 INCHES
 NC1591'UNDERGROUND.  THE MARK IS IN A RECESS OF THE FENCE LINE ON THE SOUTH
 NC1591'SIDE OF AN ENTRANCE DRIVEWAY, 21 FEET SOUTH OF A 2-1/2 FOOT POPLAR
 NC1591'TREE, AND 4.25 FEET WEST OF THE CONCRETE SIDEWALK.
 NC1591
 NC1591                          STATION RECOVERY (1956)
 NC1591
 NC1591'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956 (NWS)
 NC1591'SURFACE MARK IS GONE BUT SUBSURFACE MARK IS PROBABLY INTACT.  ROAD
 NC1591'HAS BEEN WIDENED.
 NC1591
 NC1591                          STATION RECOVERY (1971)
 NC1591
 NC1591'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 NC1591'STATION SEARCHED FOR BUT NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 OG1050 ***********************************************************************
 OG1050  DESIGNATION -  POST SUB IBC
 OG1050  PID         -  OG1050
 OG1050  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 OG1050  COUNTRY     -  CANADA
 OG1050  NTS MAPSHEET-  NIAGARA (2020)
 OG1050
 OG1050                         *CURRENT SURVEY CONTROL
 OG1050  ______________________________________________________________________
 OG1050* NAD 83(1996) POSITION- 43 06 28.01133(N) 079 03 41.99689(W)   ADJUSTED
 OG1050* NAVD 88 ORTHO HEIGHT -   152.    (meters)      499.    (feet) SCALED
 OG1050  ______________________________________________________________________
 OG1050  GEOID HEIGHT    -        -36.383 (meters)                     EGM08
 OG1050  HORZ ORDER      -  THIRD
 OG1050
 OG1050.The positional and height information provided upon this datasheet are not
 OG1050.officially recognized by the Government of Canada, provincial governments
 OG1050.within Canada, nor are they intended to replace or substitute for them.
 OG1050.The intent of sharing this data is to allow access to positions or heights
 OG1050.recognized by the United States Government. Passive control that is used by
 OG1050.both nations may share the same or similar designations or descriptions but
 OG1050.do not share official positions or heights. The 'Station Description' may
 OG1050.originate from a Canadian 'Station Report' and if so contains information
 OG1050.licensed under the 'Open Government License - Canada'.
 OG1050
 OG1050.The horizontal coordinates were established by classical geodetic methods
 OG1050.and adjusted by the National Geodetic Survey in January 1999.
 OG1050
 OG1050.The orthometric height was scaled from a topographic map.
 OG1050
 OG1050.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG1050
 OG1050.Click photographs - Photos may exist for this station.
 OG1050
 OG1050. The following values were computed from the NAD 83(1996) position.
 OG1050
 OG1050;                    North         East     Units Scale Factor Converg.
 OG1050;UTM  17      - 4,774,607.256   657,716.033   MT  0.99990600   +1 19 29.6
 OG1050
 OG1050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG1050!UTM  17      -   0.99998189  x   0.99990600  =   0.99988790
 OG1050
 OG1050:                Primary Azimuth Mark                     Grid Az
 OG1050:UTM  17      -  NF ST ANDREWS CH SPIRE IBC               246 33 04.2
 OG1050
 OG1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5771674607(NAD 83)
 OG1050
 OG1050|---------------------------------------------------------------------|
 OG1050| PID    Reference Object                     Distance      Geod. Az  |
 OG1050|                                                           dddmmss.s |
 OG1050| OG1048 RAPID IBC                           364.464 METERS 01619     |
 OG1050| OG1039 REF MON 17 41 IWC                   458.374 METERS 0511437.0 |
 OG1050| OG1036 NF LUTHERAN CH SPIRE IBC            APPROX. 0.6 KM 0990534.2 |
 OG1050| OG0954 NF SACRED HEART CH SPIRE IBC        APPROX. 1.1 KM 1015358.0 |
 OG1050| OG0995 NF ST ANDREWS CH SPIRE IBC          482.448 METERS 2475233.8 |
 OG1050| OG1013 NF ST PATRICKS CH SPIRE IBC         APPROX. 1.0 KM 2624235.4 |
 OG1050|---------------------------------------------------------------------|
 OG1050
 OG1050                          SUPERSEDED SURVEY CONTROL
 OG1050
 OG1050  NAD 83(1986)-  43 06 28.01699(N)    079 03 41.99466(W) AD(       ) 3
 OG1050  NAD 27      -  43 06 27.81758(N)    079 03 42.83146(W) AD(       ) 3
 OG1050
 OG1050.Superseded values are not recommended for survey control.
 OG1050
 OG1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG1050.See file dsdata.pdf to determine how the superseded data were derived.
 OG1050
 OG1050_MARKER: Z = SEE DESCRIPTION
 OG1050_SETTING: 0 = UNSPECIFIED SETTING
 OG1050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG1050
 OG1050  HISTORY     - Date     Condition        Report By
 OG1050  HISTORY     - 1941     MONUMENTED       IBC
 OG1050  HISTORY     - 1956     GOOD             IBC
 OG1050  HISTORY     - 1971     SEE DESCRIPTION  IBC
 OG1050
 OG1050                          STATION DESCRIPTION
 OG1050
 OG1050'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 OG1050'ON THE CANADIAN SIDE OF THE NIAGARA RIVER IN THE CITY OF NIAGARA
 OG1050'FALLS, ONTARIO, ON THE FLAT ROOF OF A STONE BUILDING, THE DEPARTMENT
 OG1050'OF NATIONAL REVENUE, SITUATED ON THE CORNER OF PARK AND CLIFTON
 OG1050'STREETS.  THE STATION, A .14 BY .14 FOOT WOODEN HUB NAILED TO THE
 OG1050'EAST SIDE OF A WOODEN BLOCK AT THE BASE OF THE SOUTHERN IRON IRON ROD
 OG1050'SUPPORT FOR THE BUILDING FLAGPOLE, IS 0.26 FOOT FROM THE NORTH END
 OG1050'OF THE BLOCK AND 0.60 FOOT FROM THE SOUTH END OF THE BLOCK.  AT AN
 OG1050'ELEVATION OF 3.6 FEET ABOVE THE STATION, THE DISTANCE TO THE NEAREST
 OG1050'PART OF THE FLAGPOLE IS 4.63 FEET.  THE STATION IS 20.11 FEET FROM
 OG1050'THE NEAREST CORNER OF A STONE CHIMNEY ALSO SITUATED ON THE ROOF AND
 OG1050'27.6 FEET FROM THE SOUTHWEST CORNER OF THE ROOF.  THE DIRECTION AND
 OG1050'DISTANCE TO THE CENTER OF THE FLAGPOLE ARE.
 OG1050
 OG1050                          STATION RECOVERY (1956)
 OG1050
 OG1050'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956 (NWS)
 OG1050'STATION RECOVERED IN GOOD CONDITION.
 OG1050
 OG1050                          STATION RECOVERY (1971)
 OG1050
 OG1050'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 OG1050'THE BUILDING IS NOW USED FOR A POLICE STATION.  THE STATION SITE WAS
 OG1050'NOT VISITED AS A POLICEMAN SAID THAT HE KNEW OF NO WAY TO GET ON THE
 OG1050'ROOF FROM THE INSIDE OF THE BUILDING.  THE FLAGPOLE IS STILL ON THE
 OG1050'ROOF.  CLIFTON STREET MENTIONED IN THE 1956 DESCRIPTION HAS BEEN
 OG1050'RENAMED ZIMMERMAN STREET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 OG1017 ***********************************************************************
 OG1017  DESIGNATION -  QUEEN SUB IBC
 OG1017  PID         -  OG1017
 OG1017  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 OG1017  COUNTRY     -  CANADA
 OG1017  NTS MAPSHEET-  NIAGARA (2020)
 OG1017
 OG1017                         *CURRENT SURVEY CONTROL
 OG1017  ______________________________________________________________________
 OG1017* NAD 83(1996) POSITION- 43 05 00.92296(N) 079 04 37.86732(W)   ADJUSTED
 OG1017* NAVD 88 ORTHO HEIGHT -   152.    (meters)      499.    (feet) SCALED
 OG1017  ______________________________________________________________________
 OG1017  GEOID HEIGHT    -        -36.326 (meters)                     EGM08
 OG1017  HORZ ORDER      -  THIRD
 OG1017
 OG1017.The positional and height information provided upon this datasheet are not
 OG1017.officially recognized by the Government of Canada, provincial governments
 OG1017.within Canada, nor are they intended to replace or substitute for them.
 OG1017.The intent of sharing this data is to allow access to positions or heights
 OG1017.recognized by the United States Government. Passive control that is used by
 OG1017.both nations may share the same or similar designations or descriptions but
 OG1017.do not share official positions or heights. The 'Station Description' may
 OG1017.originate from a Canadian 'Station Report' and if so contains information
 OG1017.licensed under the 'Open Government License - Canada'.
 OG1017
 OG1017.The horizontal coordinates were established by classical geodetic methods
 OG1017.and adjusted by the National Geodetic Survey in January 1999.
 OG1017
 OG1017.The orthometric height was scaled from a topographic map.
 OG1017
 OG1017.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG1017
 OG1017.Click photographs - Photos may exist for this station.
 OG1017
 OG1017. The following values were computed from the NAD 83(1996) position.
 OG1017
 OG1017;                    North         East     Units Scale Factor Converg.
 OG1017;UTM  17      - 4,771,891.626   656,514.845   MT  0.99990136   +1 18 49.2
 OG1017
 OG1017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG1017!UTM  17      -   0.99998189  x   0.99990136  =   0.99988325
 OG1017
 OG1017:                Primary Azimuth Mark                     Grid Az
 OG1017:UTM  17      -  CLIFTON SUB                              032 00 55.7
 OG1017
 OG1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5651471891(NAD 83)
 OG1017
 OG1017|---------------------------------------------------------------------|
 OG1017| PID    Reference Object                     Distance      Geod. Az  |
 OG1017|                                                           dddmmss.s |
 OG1017| OG1008 NF GEN BROCK HOTEL POLE             APPROX. 1.0 KM 0264024.3 |
 OG1017| OG1010 CLIFTON SUB                         APPROX. 0.8 KM 0331944.9 |
 OG1017| OG0907 NIAGARA FALLS UNIT OFF BLDG FP      APPROX. 1.3 KM 0805524.1 |
 OG1017| OG0977 NF NIAGARA HOTEL POLE IBC           APPROX. 1.3 KM 0834105.6 |
 OG1017| OG0960 NF SHREDDED WHEAT BLDG IBC          APPROX. 1.7 KM 0925106.2 |
 OG1017| OG1076 TERRAPIN USLS                       435.748 METERS 1463710.4 |
 OG1017| OG1018 REF MON 20 41 IWC                   APPROX. 0.5 KM 1902819.2 |
 OG1017| OG1079 NF CONVENT CROSS                    APPROX. 1.0 KM 2054505.2 |
 OG1017|---------------------------------------------------------------------|
 OG1017
 OG1017                          SUPERSEDED SURVEY CONTROL
 OG1017
 OG1017  NAD 83(1986)-  43 05 00.92893(N)    079 04 37.86510(W) AD(       ) 3
 OG1017  NAD 27      -  43 05 00.72719(N)    079 04 38.70079(W) AD(       ) 3
 OG1017
 OG1017.Superseded values are not recommended for survey control.
 OG1017
 OG1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG1017.See file dsdata.pdf to determine how the superseded data were derived.
 OG1017
 OG1017_MARKER: DD = SURVEY DISK
 OG1017_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OG1017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG1017
 OG1017  HISTORY     - Date     Condition        Report By
 OG1017  HISTORY     - 1941     MONUMENTED       IBC
 OG1017  HISTORY     - 1971     GOOD             IBC
 OG1017
 OG1017                          STATION DESCRIPTION
 OG1017
 OG1017'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 OG1017'ON THE CANADIAN SIDE OF THE NIAGARA RIVER, ABOUT 1500 FEET NORTH OF
 OG1017'HORSESHOE FALLS, ON THE TOP OF THE HIGH CLIFF OVERLOOKING THE RIVER.
 OG1017'THE STATION IS NEAR THE SOUTHERN END OF A RECESS IN THE STONE WALL
 OG1017'WHICH RUNS ALONG THE EDGE OF THE CLIFF.  THIS RECESS IS JUST NORTH
 OG1017'OF THE POWER PLANT OUTLET OPPOSITE GOAT ISLAND AND DIRECTLY ACROSS
 OG1017'THE ROAD FROM A LARGE TANK SITUATED JUST NORTH OF THE PARK RESTAURANT.
 OG1017'
 OG1017'STATION MARK, AN IBC STANDARD BRONZE - DISK STATION MARK SET FLUSH
 OG1017'WITH THE SURFACE OF AN ASPHALT WALK IN THE TOP OF A CYLINDER OF
 OG1017'CONCRETE 6 INCHES IN DIAMETER AND 1 FOOT IN DEPTH.  THE SUBSURFACE
 OG1017'MARK IS A BRASS SCREW SET 1 FOOT UNDERGROUND IN THE TOP OF A CYLINDER
 OG1017'OF CONCRETE 6 INCHES IN DIAMETER AND 6 INCHES IN DEPTH.  THERE ARE
 OG1017'THREE REFERENCES.  NO 1 IS THE SOUTHEAST CORNER OF A SQUARE DRAIN
 OG1017'AT THE EAST EDGE OF THE ROAD.  NO 2 IS THE CORNER OF THE STONE WALL
 OG1017'AT THE SOUTHERN ENTRANCE TO THE RECESS.  NO 3 IS THE SHARP WALL
 OG1017'CORNER BETWEEN THE MAIN RECESS AND THE SMALLER RECESS JUST SOUTH OF
 OG1017'IT.  DISTANCES TO THE REFERENCES ARE--RM1 - 27.25 FEET, RM2 - 6.77
 OG1017'FEET, AND RM3 - 18.10 FEET.
 OG1017
 OG1017                          STATION RECOVERY (1971)
 OG1017
 OG1017'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 OG1017'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 OG1017'THE STATION IS DIRECTLY EAST OF THE FIRST FIRE HYDRANT NORTH OF THE
 OG1017'VICTORIA PARK RESTAURANT, 4 FEET FROM THE EAST EDGE OF THE CLIFF, 3
 OG1017'FEET EAST OF THE IRON RAILING AND ABOUT 1-1/2 INCHES BELOW THE
 OG1017'MACADAM SURFACE OF THE OLD WALK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 OG1048 ***********************************************************************
 OG1048  DESIGNATION -  RAPID IBC
 OG1048  PID         -  OG1048
 OG1048  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 OG1048  COUNTRY     -  CANADA
 OG1048  NTS MAPSHEET-  NIAGARA (2020)
 OG1048
 OG1048                         *CURRENT SURVEY CONTROL
 OG1048  ______________________________________________________________________
 OG1048* NAD 83(1996) POSITION- 43 06 39.34563(N) 079 03 37.46634(W)   ADJUSTED
 OG1048* NAVD 88 ORTHO HEIGHT -   152.    (meters)      499.    (feet) SCALED
 OG1048  ______________________________________________________________________
 OG1048  GEOID HEIGHT    -        -36.391 (meters)                     EGM08
 OG1048  HORZ ORDER      -  THIRD
 OG1048
 OG1048.The positional and height information provided upon this datasheet are not
 OG1048.officially recognized by the Government of Canada, provincial governments
 OG1048.within Canada, nor are they intended to replace or substitute for them.
 OG1048.The intent of sharing this data is to allow access to positions or heights
 OG1048.recognized by the United States Government. Passive control that is used by
 OG1048.both nations may share the same or similar designations or descriptions but
 OG1048.do not share official positions or heights. The 'Station Description' may
 OG1048.originate from a Canadian 'Station Report' and if so contains information
 OG1048.licensed under the 'Open Government License - Canada'.
 OG1048
 OG1048.The horizontal coordinates were established by classical geodetic methods
 OG1048.and adjusted by the National Geodetic Survey in January 1999.
 OG1048
 OG1048.The orthometric height was scaled from a topographic map.
 OG1048
 OG1048.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG1048
 OG1048.Click photographs - Photos may exist for this station.
 OG1048
 OG1048. The following values were computed from the NAD 83(1996) position.
 OG1048
 OG1048;                    North         East     Units Scale Factor Converg.
 OG1048;UTM  17      - 4,774,959.271   657,810.343   MT  0.99990637   +1 19 32.9
 OG1048
 OG1048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG1048!UTM  17      -   0.99998190  x   0.99990637  =   0.99988827
 OG1048
 OG1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5781074959(NAD 83)
 OG1048
 OG1048                          SUPERSEDED SURVEY CONTROL
 OG1048
 OG1048  NAD 83(1986)-  43 06 39.35127(N)    079 03 37.46408(W) AD(       ) 3
 OG1048  NAD 27      -  43 06 39.15220(N)    079 03 38.30092(W) AD(       ) 3
 OG1048
 OG1048.Superseded values are not recommended for survey control.
 OG1048
 OG1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG1048.See file dsdata.pdf to determine how the superseded data were derived.
 OG1048
 OG1048_MARKER: 62 = FLAGPOLE
 OG1048
 OG1048  HISTORY     - Date     Condition        Report By
 OG1048  HISTORY     - 1941     FIRST OBSERVED   IBC
 OG1048  HISTORY     - 1971     GOOD             IBC
 OG1048
 OG1048                          STATION DESCRIPTION
 OG1048
 OG1048'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 OG1048'ON THE CANADIAN SIDE OF THE NIAGARA RIVER, SEVERAL HUNDRED FEET
 OG1048'NORTH OF THE WEST END OF THE WHIRLPOOL RAPIDS BRIDGE.  THE STATION
 OG1048'IS THE CENTER OF THE METAL FLAGPOLE WELDED SOLIDLY TO THE INSIDE OF
 OG1048'THE SOUTH WALL ON THE ROOF OF THE WHIRLPOOL RAPIDS ELEVATOR BUILDING.
 OG1048'THE STATION WAS OCCUPIED ECCENTRICALLY.
 OG1048
 OG1048                          STATION RECOVERY (1971)
 OG1048
 OG1048'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 OG1048'STATION RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 OG0981 ***********************************************************************
 OG0981  DESIGNATION -  RED SUB IBC
 OG0981  PID         -  OG0981
 OG0981  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 OG0981  COUNTRY     -  CANADA
 OG0981  NTS MAPSHEET-  NIAGARA (2020)
 OG0981
 OG0981                         *CURRENT SURVEY CONTROL
 OG0981  ______________________________________________________________________
 OG0981* NAD 83(1996) POSITION- 43 06 11.45972(N) 079 03 44.15082(W)   ADJUSTED
 OG0981* NAVD 88 ORTHO HEIGHT -   152.    (meters)      499.    (feet) SCALED
 OG0981  ______________________________________________________________________
 OG0981  GEOID HEIGHT    -        -36.372 (meters)                     EGM08
 OG0981  HORZ ORDER      -  THIRD
 OG0981
 OG0981.The positional and height information provided upon this datasheet are not
 OG0981.officially recognized by the Government of Canada, provincial governments
 OG0981.within Canada, nor are they intended to replace or substitute for them.
 OG0981.The intent of sharing this data is to allow access to positions or heights
 OG0981.recognized by the United States Government. Passive control that is used by
 OG0981.both nations may share the same or similar designations or descriptions but
 OG0981.do not share official positions or heights. The 'Station Description' may
 OG0981.originate from a Canadian 'Station Report' and if so contains information
 OG0981.licensed under the 'Open Government License - Canada'.
 OG0981
 OG0981.The horizontal coordinates were established by classical geodetic methods
 OG0981.and adjusted by the National Geodetic Survey in January 1999.
 OG0981
 OG0981.The orthometric height was scaled from a topographic map.
 OG0981
 OG0981.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0981
 OG0981.Click photographs - Photos may exist for this station.
 OG0981
 OG0981. The following values were computed from the NAD 83(1996) position.
 OG0981
 OG0981;                    North         East     Units Scale Factor Converg.
 OG0981;UTM  17      - 4,774,095.537   657,679.154   MT  0.99990586   +1 19 27.7
 OG0981
 OG0981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0981!UTM  17      -   0.99998189  x   0.99990586  =   0.99988775
 OG0981
 OG0981:                Primary Azimuth Mark                     Grid Az
 OG0981:UTM  17      -  CUSTOM                                   034 49 25.2
 OG0981
 OG0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5767974095(NAD 83)
 OG0981
 OG0981|---------------------------------------------------------------------|
 OG0981| PID    Reference Object                     Distance      Geod. Az  |
 OG0981|                                                           dddmmss.s |
 OG0981| OG0957 CUSTOM                              APPROX. 0.9 KM 0360852.9 |
 OG0981| OG1037 NF FIRST CH SPIRE IBC               APPROX. 0.8 KM 0572908.3 |
 OG0981| OG0964 SOX SUB                             393.480 METERS 12045     |
 OG0981| OG0982 RED IWC                              14.563 METERS 20903     |
 OG0981|---------------------------------------------------------------------|
 OG0981
 OG0981                          SUPERSEDED SURVEY CONTROL
 OG0981
 OG0981  NAD 83(1986)-  43 06 11.46541(N)    079 03 44.14861(W) AD(       ) 3
 OG0981  NAD 27      -  43 06 11.26551(N)    079 03 44.98529(W) AD(       ) 3
 OG0981
 OG0981.Superseded values are not recommended for survey control.
 OG0981
 OG0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0981.See file dsdata.pdf to determine how the superseded data were derived.
 OG0981
 OG0981_MARKER: DD = SURVEY DISK
 OG0981_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OG0981_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0981
 OG0981  HISTORY     - Date     Condition        Report By
 OG0981  HISTORY     - 1941     MONUMENTED       IBC
 OG0981  HISTORY     - 1971     GOOD             IBC
 OG0981
 OG0981                          STATION DESCRIPTION
 OG0981
 OG0981'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 OG0981'ON THE CANADIAN SIDE OF THE NIAGARA RIVER ON A SMALL POINT OF LAND
 OG0981'ON THE TOP OF THE HIGH CLIFF OVERLOOKING THE RIVER.  IT IS ABOUT
 OG0981'MIDWAY BETWEEN THE POINTS OF INTERSECTION OF ELLIS AND SIMCOE STREETS
 OG0981'WITH RIVER ROAD, ACROSS RIVER ROAD FROM HOUSE NO 893, AND ON THE
 OG0981'OUTSIDE OF THE STONE WALL WHICH RUNS ALONG THE EAST SIDE OF THE ROAD.
 OG0981'THE STATION IS 10 FEET EAST OF THE WALL, 8 FEET FROM THE EDGE OF THE
 OG0981'CLIFF, AND ABOUT 5 FEET SOUTHWEST OF AN OAK TREE 2 FEET IN DIAMETER.
 OG0981'
 OG0981'THE ORIGINAL STATION MARK FOR---RED-I.W.C.---WAS RECOVERED BUT THERE
 OG0981'IS EVIDENCE THAT IT HAD BEEN SLIGHTLY MOVED.  IT WAS NOT RE - MARKED.
 OG0981'IT WAS FOUND 47.725 FEET FROM---RED-SUB---IN AZIMUTH 29 DEGREES 03
 OG0981'MINUTES 03 SECONDS.
 OG0981'
 OG0981'STATION MARK, AN IBC STANDARD BRONZE - DISK STATION MARK SET 1 INCH
 OG0981'ABOVE THE SURFACE OF THE GROUND IN THE TOP OF A CYLINDER OF CONCRETE
 OG0981'8 INCHES IN DIAMETER AND 15 INCHES IN DEPTH.  THE SUBSURFACE MARK IS
 OG0981'A BRASS SCREW SET 15 INCHES UNDERGROUND IN THE TOP OF A SIMILAR
 OG0981'CYLINDER OF CONCRETE.  THERE ARE TWO REFERENCES.  NO 1 IS AN IRON
 OG0981'POST 1 FOOT EAST OF THE WALL.  MOUNTED ON THE POST IS A SIGN
 OG0981'READING---KINGS HIGHWAY NO. 8---.  NO 2 IS A 4 BY 4 INCH CROSS CUT
 OG0981'INTO THE BASE OF THE WALL OPPOSITE THE STATION.  DISTANCES TO THE
 OG0981'REFERENCES ARE--RM1 - 30.61 FEET AND RM2 - 9.92 FEET.
 OG0981
 OG0981                          STATION RECOVERY (1971)
 OG0981
 OG0981'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 OG0981'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 OG0981'THE REFERENCE WERE NOT RECOVERED.  THE STATION IS ACROSS THE STREET
 OG0981'FROM THE HOUSE NO 4893 INSTEAD OF HOUSE NO 893 AS STATED IN THE 1956
 OG0981'DESCRIPTION.  THE STATION IS BETWEEN TWO CONCRETE LIGHT POLES
 OG0981'NUMBERED 888 AND 902 AND 6 FEET EAST OF A STEEL, WITNESS POST WITH
 OG0981'METAL SIGN ATTACHED.  A TWO - INCH CROSS WAS CHISELED IN THE CONCRETE
 OG0981'TOP OF A WALL 12.3 FEET WEST OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 NC1598 ***********************************************************************
 NC1598  DESIGNATION -  REF M 32 41 MAINLAND IWC
 NC1598  PID         -  NC1598
 NC1598  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 NC1598  COUNTRY     -  CANADA
 NC1598  NTS MAPSHEET-  FORT ERIE (2020)
 NC1598
 NC1598                         *CURRENT SURVEY CONTROL
 NC1598  ______________________________________________________________________
 NC1598* NAD 83(1996) POSITION- 42 56 32.27519(N) 078 55 34.74791(W)   ADJUSTED
 NC1598* NAVD 88 ORTHO HEIGHT -   175.    (meters)      574.    (feet) SCALED
 NC1598  ______________________________________________________________________
 NC1598  GEOID HEIGHT    -        -35.978 (meters)                     EGM08
 NC1598  HORZ ORDER      -  THIRD
 NC1598
 NC1598.The positional and height information provided upon this datasheet are not
 NC1598.officially recognized by the Government of Canada, provincial governments
 NC1598.within Canada, nor are they intended to replace or substitute for them.
 NC1598.The intent of sharing this data is to allow access to positions or heights
 NC1598.recognized by the United States Government. Passive control that is used by
 NC1598.both nations may share the same or similar designations or descriptions but
 NC1598.do not share official positions or heights. The 'Station Description' may
 NC1598.originate from a Canadian 'Station Report' and if so contains information
 NC1598.licensed under the 'Open Government License - Canada'.
 NC1598
 NC1598.The horizontal coordinates were established by classical geodetic methods
 NC1598.and adjusted by the National Geodetic Survey in January 1999.
 NC1598
 NC1598.The orthometric height was scaled from a topographic map.
 NC1598
 NC1598.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC1598
 NC1598.Click photographs - Photos may exist for this station.
 NC1598
 NC1598. The following values were computed from the NAD 83(1996) position.
 NC1598
 NC1598;                    North         East     Units Scale Factor Converg.
 NC1598;UTM  17      - 4,756,493.408   669,183.121   MT  0.99995213   +1 24 47.0
 NC1598
 NC1598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1598!UTM  17      -   0.99997822  x   0.99995213  =   0.99993036
 NC1598
 NC1598:                Primary Azimuth Mark                     Grid Az
 NC1598:UTM  17      -  NETTLE SUB IBC                           314 43 25.7
 NC1598
 NC1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6918356493(NAD 83)
 NC1598
 NC1598|---------------------------------------------------------------------|
 NC1598| PID    Reference Object                     Distance      Geod. Az  |
 NC1598|                                                           dddmmss.s |
 NC1598| NC1596 BUFF DUNLOP NORTH TANK              APPROX. 3.2 KM 0033635.3 |
 NC1598| NC1530 TONAWANDA DUNLOP TIRES TANK         APPROX. 3.3 KM 0140406.2 |
 NC1598| NC1588 BUFF DUPONT TANK                    APPROX. 2.7 KM 0180235.6 |
 NC1598| NC1565 BUFF ALL SAINTS CH SPIRE            APPROX. 2.6 KM 0482728.9 |
 NC1598| NC1567 BUFF HUNGARIAN CH SPIRE             APPROX. 2.0 KM 0714421.5 |
 NC1598| NC1533 BUFFALO AM STD HEATING AND PLUMBING APPROX. 2.3 KM 0745726.8 |
 NC1598| NC1570 BUFF ANNUNCIATION CH SPIRE          APPROX. 1.8 KM 0903855.8 |
 NC1598| NC1548 BUFF ASSUMPTION EAST SPIRE          APPROX. 3.2 KM 0971217.9 |
 NC1598| NC1549 BUFF ASSUMPTION WEST SPIRE          APPROX. 3.1 KM 0972330.2 |
 NC1598| NC1600 NETTLE SUB IBC                      491.069 METERS 3160812.7 |
 NC1598|---------------------------------------------------------------------|
 NC1598
 NC1598                          SUPERSEDED SURVEY CONTROL
 NC1598
 NC1598  NAD 83(1986)-  42 56 32.28116(N)    078 55 34.74536(W) AD(       ) 3
 NC1598  NAD 27      -  42 56 32.07500(N)    078 55 35.60100(W) AD(       ) 3
 NC1598
 NC1598.Superseded values are not recommended for survey control.
 NC1598
 NC1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1598.See file dsdata.pdf to determine how the superseded data were derived.
 NC1598
 NC1598_MARKER: Z = SEE DESCRIPTION
 NC1598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC1598+STABILITY: SURFACE MOTION
 NC1598
 NC1598  HISTORY     - Date     Condition        Report By
 NC1598  HISTORY     - 1912     MONUMENTED       IWC
 NC1598  HISTORY     - 1941     GOOD             IBC
 NC1598  HISTORY     - 1971     GOOD             IBC
 NC1598
 NC1598                          STATION DESCRIPTION
 NC1598
 NC1598'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1912 (JLS)
 NC1598'THE STATION IS CONSTRUCTED IN THE FORM OF THE FRUSTUM OF A CONE WITH
 NC1598'A HEMISPHERICAL TOP.  THESE MONUMENTS ARE 2-1/2 FEET HIGH, 2 FEET IN
 NC1598'DIAMETER AT THE BASE, 1-1/2 FEET IN DIAMETER AT THE TOP, AND WITH A
 NC1598'RADIUS FOR THE HEMISPHERICAL CROWN OF 9 INCHES.  THE CONCRETE
 NC1598'FOUNDATIONS EXTEND 5 FEET BELOW THE SURFACE EXCEPT WHERE SOLID ROCK
 NC1598'OCCURS AT A LESSER DEPTH, WHEN THE MONUMENT IS BUILT ON AND BONDED TO
 NC1598'THE ROCK BY SEVERAL IRON PINS.  EACH MONUMENT HAS ITS CENTER MARKED
 NC1598'BY A BRASS PLUG 3/4 INCH IN DIAMETER, WITH A SMALL DRILL HOLE IN THE
 NC1598'CENTER, AND EACH MONUMENT HAS A NUMBER CAST IN THE SIDE.
 NC1598
 NC1598                          STATION RECOVERY (1941)
 NC1598
 NC1598'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 NC1598'ON THE CANADIAN SIDE OF THE NIAGARA RIVER ABOUT 300 FEET SOUTHEAST OF
 NC1598'THE MOUTH OF FRENCHMANS CREEK.  THE MONUMENT WAS FOUND IN GOOD
 NC1598'CONDITION.  IT WAS FOUND BROKEN IN 1933 AND WAS REPAIRED IN AUGUST OF
 NC1598'THAT YEAR.  (SEE COMMISSIONERS ANNUAL JOINT REPORT FOR 1933, PAGE 24).
 NC1598'MARKED TRIANGULATION STATIONS---ISLAND-I.W.C.---,---STRAWBERRY-SUB---,
 NC1598'---HERTEL-I.W.C.---,---HERTEL-1941---, AND---NETTLE-SUB---CAN BE SEEN
 NC1598'FROM THE MONUMENT.
 NC1598
 NC1598                          STATION RECOVERY (1971)
 NC1598
 NC1598'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 NC1598'STATION RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 OG0767 ***********************************************************************
 OG0767  DESIGNATION -  REF MON 1 41 IWC
 OG0767  PID         -  OG0767
 OG0767  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 OG0767  COUNTRY     -  CANADA
 OG0767  NTS MAPSHEET-  NIAGARA-ON-THE-LAKE (2020)
 OG0767
 OG0767                         *CURRENT SURVEY CONTROL
 OG0767  ______________________________________________________________________
 OG0767* NAD 83(1996) POSITION- 43 15 05.58682(N) 079 03 31.22579(W)   ADJUSTED
 OG0767* NAVD 88 ORTHO HEIGHT -    91.    (meters)      299.    (feet) SCALED
 OG0767  ______________________________________________________________________
 OG0767  GEOID HEIGHT    -        -36.786 (meters)                     EGM08
 OG0767  HORZ ORDER      -  THIRD
 OG0767
 OG0767.The positional and height information provided upon this datasheet are not
 OG0767.officially recognized by the Government of Canada, provincial governments
 OG0767.within Canada, nor are they intended to replace or substitute for them.
 OG0767.The intent of sharing this data is to allow access to positions or heights
 OG0767.recognized by the United States Government. Passive control that is used by
 OG0767.both nations may share the same or similar designations or descriptions but
 OG0767.do not share official positions or heights. The 'Station Description' may
 OG0767.originate from a Canadian 'Station Report' and if so contains information
 OG0767.licensed under the 'Open Government License - Canada'.
 OG0767
 OG0767.The horizontal coordinates were established by classical geodetic methods
 OG0767.and adjusted by the National Geodetic Survey in January 1999.
 OG0767
 OG0767.The orthometric height was scaled from a topographic map.
 OG0767
 OG0767.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0767
 OG0767.Click photographs - Photos may exist for this station.
 OG0767
 OG0767. The following values were computed from the NAD 83(1996) position.
 OG0767
 OG0767;                    North         East     Units Scale Factor Converg.
 OG0767;UTM  17      - 4,790,579.512   657,589.151   MT  0.99990550   +1 19 49.7
 OG0767
 OG0767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0767!UTM  17      -   0.99999153  x   0.99990550  =   0.99989703
 OG0767
 OG0767:                Primary Azimuth Mark                     Grid Az
 OG0767:UTM  17      -  QUARTERS SUB                             009 41 24.9
 OG0767
 OG0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5758990579(NAD 83)
 OG0767
 OG0767|---------------------------------------------------------------------|
 OG0767| PID    Reference Object                     Distance      Geod. Az  |
 OG0767|                                                           dddmmss.s |
 OG0767| OG0763 QUARTERS SUB                        APPROX. 0.9 KM 0110114.6 |
 OG0767| OG0758 YOUNGSTOWN WATER TANK IBC           APPROX. 0.8 KM 0961940.3 |
 OG0767| OG0821 GEORGE SUB IBC                      256.799 METERS 17609     |
 OG0767|---------------------------------------------------------------------|
 OG0767
 OG0767                          SUPERSEDED SURVEY CONTROL
 OG0767
 OG0767  NAD 83(1986)-  43 15 05.59150(N)    079 03 31.22666(W) AD(       ) 3
 OG0767  NAD 27      -  43 15 05.36900(N)    079 03 32.07900(W) AD(       ) 3
 OG0767
 OG0767.Superseded values are not recommended for survey control.
 OG0767
 OG0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0767.See file dsdata.pdf to determine how the superseded data were derived.
 OG0767
 OG0767_MARKER: Z = SEE DESCRIPTION
 OG0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0767+STABILITY: SURFACE MOTION
 OG0767
 OG0767  HISTORY     - Date     Condition        Report By
 OG0767  HISTORY     - 1912     MONUMENTED       IWC
 OG0767  HISTORY     - 1939     SEE DESCRIPTION  IBC
 OG0767  HISTORY     - 1941     GOOD             IBC
 OG0767  HISTORY     - 1971     GOOD             IBC
 OG0767
 OG0767                          STATION DESCRIPTION
 OG0767
 OG0767'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1912 (JLS)
 OG0767'THE STATION IS CONSTRUCTED IN THE FORM OF THE FRUSTUM OF A CONE WITH
 OG0767'A HEMISPHERICAL TOP.  THESE MONUMENTS ARE 2-1/2 FEET HIGH, 2 FEET IN
 OG0767'DIAMETER AT THE BASE, 1-1/2 FEET IN DIAMETER AT THE TOP, AND WITH A
 OG0767'RADIUS FOR THE HEMISPHERICAL CROWN OF 9 INCHES.  THE CONCRETE
 OG0767'FOUNDATIONS EXTEND 5 FEET BELOW THE SURFACE EXCEPT WHERE SOLID ROCK
 OG0767'OCCURS AT A LESSER DEPTH, WHEN THE MONUMENT IS BUILT ON AND BONDED TO
 OG0767'THE ROCK BY SEVERAL IRON PINS.  EACH MONUMENT HAS ITS CENTER MARKED
 OG0767'BY A BRASS PLUG 3/4 INCH IN DIAMETER, WITH A SMALL DRILL HOLE IN THE
 OG0767'CENTER, AND EACH MONUMENT HAS A NUMBER CAST IN THE SIDE.
 OG0767
 OG0767                          STATION RECOVERY (1939)
 OG0767
 OG0767'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1939 (HGD)
 OG0767'FOUND REMOVED FROM ITS SITE TO ALLOW THE REGRADING OF THE GROUND
 OG0767'SURFACE.  REPAIRS CONSISTED OF RESETTING THE MONUMENT IN ITS FORMER
 OG0767'POSITION BUT AT A LOWER ELEVATION, AND DETERMINING THE POSITION FROM
 OG0767'REFERENCE MARKS ESTABLISHED FOR THAT PURPOSE IN 1938.
 OG0767
 OG0767                          STATION RECOVERY (1941)
 OG0767
 OG0767'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 OG0767'ON THE CANADIAN SIDE OF THE BOUNDARY, DIRECTLY SOUTH OF THE NAVAL
 OG0767'MUSEUM OF FORT GEORGE, NIAGARA - ON - THE - LAKE, AND ABOUT
 OG0767'ONE - EIGHTH MILE EAST OF FORT GEORGE.  THE MONUMENT WAS FOUND IN
 OG0767'GOOD CONDITION.  FORT NIAGARA LIGHT, FORT NIAGARA WATER TANK,
 OG0767'YOUNGSTOWN WATER TANK, AND MARKED TRIANGULATION
 OG0767'STATIONS---QUARTERS-SUB---,---NORTH BASE (YOUNGSTOWN)-I.W.C.---,
 OG0767'---SOUTH BASE (YOUNGSTOWN)-I.W.C.---,---VINCENT PIER---, AND
 OG0767'---GEORGE-SUB---ARE VISIBLE FROM THE MONUMENT.  IN THE AUTUMN OF 1938
 OG0767'THIS MONUMENT WAS REMOVED FROM ITS POSITION TO FACILITATE PARKING
 OG0767'OPERATIONS.  IN THE SPRING OF 1939 THE MONUMENT WAS RESET IN ITS     L
 OG0767'ORIGINAL POSITION, BUT AT A LOWER ELEVATION.  OBSERVATIONS IN 1941
 OG0767'SHOW IT WAS ACCURATELY RESET IN ITS ORIGINAL POSITION.
 OG0767
 OG0767                          STATION RECOVERY (1971)
 OG0767
 OG0767'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 OG0767'STATION RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 OG0794 ***********************************************************************
 OG0794  DESIGNATION -  REF MON 10 63 IBC
 OG0794  PID         -  OG0794
 OG0794  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 OG0794  COUNTRY     -  CANADA
 OG0794  NTS MAPSHEET-  NIAGARA (2020)
 OG0794
 OG0794                         *CURRENT SURVEY CONTROL
 OG0794  ______________________________________________________________________
 OG0794* NAD 83(1996) POSITION- 43 08 58.67098(N) 079 02 44.15320(W)   ADJUSTED
 OG0794* NAVD 88 ORTHO HEIGHT -   170.7   (meters)      560.    (feet) VERTCON
 OG0794  ______________________________________________________________________
 OG0794  GEOID HEIGHT    -        -36.491 (meters)                     EGM08
 OG0794  HORZ ORDER      -  SECOND
 OG0794
 OG0794.The positional and height information provided upon this datasheet are not
 OG0794.officially recognized by the Government of Canada, provincial governments
 OG0794.within Canada, nor are they intended to replace or substitute for them.
 OG0794.The intent of sharing this data is to allow access to positions or heights
 OG0794.recognized by the United States Government. Passive control that is used by
 OG0794.both nations may share the same or similar designations or descriptions but
 OG0794.do not share official positions or heights. The 'Station Description' may
 OG0794.originate from a Canadian 'Station Report' and if so contains information
 OG0794.licensed under the 'Open Government License - Canada'.
 OG0794
 OG0794.The horizontal coordinates were established by classical geodetic methods
 OG0794.and adjusted by the National Geodetic Survey in January 1999.
 OG0794
 OG0794.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0794
 OG0794.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0794
 OG0794.Click photographs - Photos may exist for this station.
 OG0794
 OG0794. The following values were computed from the NAD 83(1996) position.
 OG0794
 OG0794;                    North         East     Units Scale Factor Converg.
 OG0794;UTM  17      - 4,779,285.265   658,915.021   MT  0.99991067   +1 20 12.9
 OG0794
 OG0794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0794!UTM  17      -   0.99997895  x   0.99991067  =   0.99988962
 OG0794
 OG0794:                Primary Azimuth Mark                     Grid Az
 OG0794:UTM  17      -  WATER IBC                                285 08 34.1
 OG0794
 OG0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5891579285(NAD 83)
 OG0794
 OG0794|---------------------------------------------------------------------|
 OG0794| PID    Reference Object                     Distance      Geod. Az  |
 OG0794|                                                           dddmmss.s |
 OG0794| OG0808 WATER IBC                           434.087 METERS 2862847.0 |
 OG0794|---------------------------------------------------------------------|
 OG0794
 OG0794                          SUPERSEDED SURVEY CONTROL
 OG0794
 OG0794  NAD 83(1986)-  43 08 58.67709(N)    079 02 44.15139(W) AD(       ) 2
 OG0794  NAD 27      -  43 08 58.48053(N)    079 02 44.98801(W) AD(       ) 2
 OG0794  NGVD 29 (07/19/86)  170.9    (m)          561.     (f) VERT ANG       
 OG0794
 OG0794.Superseded values are not recommended for survey control.
 OG0794
 OG0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0794.See file dsdata.pdf to determine how the superseded data were derived.
 OG0794
 OG0794_MARKER: DD = SURVEY DISK
 OG0794_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OG0794+WITH SETTING: PAVEMENT
 OG0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0794+STABILITY: SURFACE MOTION
 OG0794
 OG0794  HISTORY     - Date     Condition        Report By
 OG0794  HISTORY     - 1963     MONUMENTED       IBC
 OG0794  HISTORY     - 1973     GOOD             IBC
 OG0794
 OG0794                          STATION DESCRIPTION
 OG0794
 OG0794'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1963 (NWS)
 OG0794'AN INTERNATIONAL BOUNDARY REFERENCE MONUMENT TABLET SET IN THE
 OG0794'CONCRETE WALK ON THE EAST SIDE OF THE HIGHWAY ABOUT OPPOSITE THE
 OG0794'NORTH END OF THE OLD ONTARIO HYDRO PLANT, ON THE CANADIAN SIDE OF THE
 OG0794'NIAGARA RIVER ABOVE QUEENSTOWN.  IT IS SET ABOUT THE CENTER OF THE
 OG0794'SECOND SQUARE OF CONCRETE SOUTH OF THE NORTHERN END OF THE WALK,
 OG0794'ABOUT 3 FEET FROM THE WALL ALONG TOP OF BANK, AND ABOUT 20 FEET NORTH
 OG0794'OF THE NORTHERN STEEL AERIAL TOWER.
 OG0794
 OG0794                          STATION RECOVERY (1973)
 OG0794
 OG0794'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1973 (CRM)
 OG0794'THE MONUMENT WAS RECOVERED AS DESCRIBED IN 1972 BY THE NATIONAL
 OG0794'GEODETIC SURVEY AND FOUND IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 OG0796 ***********************************************************************
 OG0796  DESIGNATION -  REF MON 12 41 IWC
 OG0796  PID         -  OG0796
 OG0796  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 OG0796  COUNTRY     -  CANADA
 OG0796  NTS MAPSHEET-  NIAGARA (2020)
 OG0796
 OG0796                         *CURRENT SURVEY CONTROL
 OG0796  ______________________________________________________________________
 OG0796* NAD 83(1996) POSITION- 43 08 20.84214(N) 079 02 47.13467(W)   ADJUSTED
 OG0796* NAVD 88 ORTHO HEIGHT -    82.    (meters)      269.    (feet) SCALED
 OG0796  ______________________________________________________________________
 OG0796  GEOID HEIGHT    -        -36.462 (meters)                     EGM08
 OG0796  HORZ ORDER      -  THIRD
 OG0796
 OG0796.The positional and height information provided upon this datasheet are not
 OG0796.officially recognized by the Government of Canada, provincial governments
 OG0796.within Canada, nor are they intended to replace or substitute for them.
 OG0796.The intent of sharing this data is to allow access to positions or heights
 OG0796.recognized by the United States Government. Passive control that is used by
 OG0796.both nations may share the same or similar designations or descriptions but
 OG0796.do not share official positions or heights. The 'Station Description' may
 OG0796.originate from a Canadian 'Station Report' and if so contains information
 OG0796.licensed under the 'Open Government License - Canada'.
 OG0796
 OG0796.The horizontal coordinates were established by classical geodetic methods
 OG0796.and adjusted by the National Geodetic Survey in January 1999.
 OG0796
 OG0796.The orthometric height was scaled from a topographic map.
 OG0796
 OG0796.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0796
 OG0796.Click photographs - Photos may exist for this station.
 OG0796
 OG0796. The following values were computed from the NAD 83(1996) position.
 OG0796
 OG0796;                    North         East     Units Scale Factor Converg.
 OG0796;UTM  17      - 4,778,116.722   658,874.899   MT  0.99991051   +1 20 09.9
 OG0796
 OG0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0796!UTM  17      -   0.99999288  x   0.99991051  =   0.99990340
 OG0796
 OG0796:                Primary Azimuth Mark                     Grid Az
 OG0796:UTM  17      -  REF MON 11 41 IWC ECC                    041 09 06.0
 OG0796
 OG0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5887478116(NAD 83)
 OG0796
 OG0796|---------------------------------------------------------------------|
 OG0796| PID    Reference Object                     Distance      Geod. Az  |
 OG0796|                                                           dddmmss.s |
 OG0796| OG0788 REF MON 11 41 IWC ECC               APPROX. 0.8 KM 0422915.9 |
 OG0796| OG0846 DEVIL SUB IBC                       APPROX. 0.5 KM 1674852.6 |
 OG0796| OG0847 DEVIL IWC                           APPROX. 0.5 KM 1674911.0 |
 OG0796|---------------------------------------------------------------------|
 OG0796
 OG0796                          SUPERSEDED SURVEY CONTROL
 OG0796
 OG0796  NAD 83(1986)-  43 08 20.84771(N)    079 02 47.13199(W) AD(       ) 3
 OG0796  NAD 27      -  43 08 20.65290(N)    079 02 47.96896(W) AD(       ) 3
 OG0796
 OG0796.Superseded values are not recommended for survey control.
 OG0796
 OG0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0796.See file dsdata.pdf to determine how the superseded data were derived.
 OG0796
 OG0796_MARKER: Z = SEE DESCRIPTION
 OG0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0796+STABILITY: SURFACE MOTION
 OG0796
 OG0796  HISTORY     - Date     Condition        Report By
 OG0796  HISTORY     - 1912     MONUMENTED       IWC
 OG0796  HISTORY     - 1941     GOOD             IBC
 OG0796  HISTORY     - 1971     GOOD             IBC
 OG0796
 OG0796                          STATION DESCRIPTION
 OG0796
 OG0796'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1912 (JLS)
 OG0796'THE STATION IS CONSTRUCTED IN THE FORM OF THE FRUSTUM OF A CONE WITH
 OG0796'A HEMISPHERICAL TOP.  THESE MONUMENTS ARE 2-1/2 FEET HIGH, 2 FEET IN
 OG0796'DIAMETER AT THE BASE, 1-1/2 FEET IN DIAMETER AT THE TOP, AND WITH A
 OG0796'RADIUS FOR THE HEMISPHERICAL CROWN OF 9 INCHES.  THE CONCRETE
 OG0796'FOUNDATIONS EXTEND 5 FEET BELOW THE SURFACE EXCEPT WHERE SOLID ROCK
 OG0796'OCCURS AT A LESSER DEPTH, WHEN THE MONUMENT IS BUILT ON AND BONDED TO
 OG0796'THE ROCK BY SEVERAL IRON PINS.  EACH MONUMENT HAS ITS CENTER MARKED
 OG0796'BY A BRASS PLUG 3/4 INCH IN DIAMETER, WITH A SMALL DRILL HOLE IN THE
 OG0796'CENTER, AND EACH MONUMENT HAS A NUMBER CAST IN THE SIDE.
 OG0796
 OG0796                          STATION RECOVERY (1941)
 OG0796
 OG0796'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 OG0796'ABOUT 1-3/4 MILES NORTH OF THE WHIRLPOOL RAPIDS, ON THE CANADIAN
 OG0796'SIDE OF THE RIVER ON A POINT ACROSS THE RIVER FROM NIAGARA
 OG0796'UNIVERSITY.  THE MONUMENT WAS FOUND IN GOOD CONDITION.  MONUMENT 11,
 OG0796'MONUMENT 13, AND MARKED TRIANGULATION
 OG0796'STATIONS---COLLEGE-I.W.C.---,---DEVIL-SUB---,AND---TIE-SUB---ARE
 OG0796'VISIBLE FROM THE MONUMENT.
 OG0796
 OG0796                          STATION RECOVERY (1971)
 OG0796
 OG0796'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 OG0796'STATION RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 OG0889 ***********************************************************************
 OG0889  DESIGNATION -  REF MON 14 41 IWC
 OG0889  PID         -  OG0889
 OG0889  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 OG0889  COUNTRY     -  CANADA
 OG0889  NTS MAPSHEET-  NIAGARA (2020)
 OG0889
 OG0889                         *CURRENT SURVEY CONTROL
 OG0889  ______________________________________________________________________
 OG0889* NAD 83(1996) POSITION- 43 07 46.21510(N) 079 03 28.55490(W)   ADJUSTED
 OG0889* NAVD 88 ORTHO HEIGHT -   144.    (meters)      472.    (feet) SCALED
 OG0889  ______________________________________________________________________
 OG0889  GEOID HEIGHT    -        -36.440 (meters)                     EGM08
 OG0889  HORZ ORDER      -  THIRD
 OG0889
 OG0889.The positional and height information provided upon this datasheet are not
 OG0889.officially recognized by the Government of Canada, provincial governments
 OG0889.within Canada, nor are they intended to replace or substitute for them.
 OG0889.The intent of sharing this data is to allow access to positions or heights
 OG0889.recognized by the United States Government. Passive control that is used by
 OG0889.both nations may share the same or similar designations or descriptions but
 OG0889.do not share official positions or heights. The 'Station Description' may
 OG0889.originate from a Canadian 'Station Report' and if so contains information
 OG0889.licensed under the 'Open Government License - Canada'.
 OG0889
 OG0889.The horizontal coordinates were established by classical geodetic methods
 OG0889.and adjusted by the National Geodetic Survey in January 1999.
 OG0889
 OG0889.The orthometric height was scaled from a topographic map.
 OG0889
 OG0889.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0889
 OG0889.Click photographs - Photos may exist for this station.
 OG0889
 OG0889. The following values were computed from the NAD 83(1996) position.
 OG0889
 OG0889;                    North         East     Units Scale Factor Converg.
 OG0889;UTM  17      - 4,777,026.765   657,963.942   MT  0.99990696   +1 19 40.7
 OG0889
 OG0889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0889!UTM  17      -   0.99998316  x   0.99990696  =   0.99989012
 OG0889
 OG0889:                Primary Azimuth Mark                     Grid Az
 OG0889:UTM  17      -  TIE SUB                                  029 06 27.5
 OG0889
 OG0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5796377026(NAD 83)
 OG0889
 OG0889|---------------------------------------------------------------------|
 OG0889| PID    Reference Object                     Distance      Geod. Az  |
 OG0889|                                                           dddmmss.s |
 OG0889| OG0873 TIE SUB                             APPROX. 0.9 KM 0302608.2 |
 OG0889| OG0786 NIAGARA UNIVERSITY CROSS IBC        APPROX. 1.8 KM 0561539.3 |
 OG0889|---------------------------------------------------------------------|
 OG0889
 OG0889                          SUPERSEDED SURVEY CONTROL
 OG0889
 OG0889  NAD 83(1986)-  43 07 46.22054(N)    079 03 28.55237(W) AD(       ) 3
 OG0889  NAD 27      -  43 07 46.02376(N)    079 03 29.38902(W) AD(       ) 3
 OG0889
 OG0889.Superseded values are not recommended for survey control.
 OG0889
 OG0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0889.See file dsdata.pdf to determine how the superseded data were derived.
 OG0889
 OG0889_MARKER: Z = SEE DESCRIPTION
 OG0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0889+STABILITY: SURFACE MOTION
 OG0889
 OG0889  HISTORY     - Date     Condition        Report By
 OG0889  HISTORY     - 1912     MONUMENTED       IWC
 OG0889  HISTORY     - 1941     GOOD             IBC
 OG0889  HISTORY     - 1956     MARK NOT FOUND   IBC
 OG0889  HISTORY     - 1963     POOR             IBC
 OG0889  HISTORY     - 1971     GOOD             IBC
 OG0889
 OG0889                          STATION DESCRIPTION
 OG0889
 OG0889'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1912 (JLS)
 OG0889'THE STATION IS CONSTRUCTED IN THE FORM OF THE FRUSTUM OF A CONE WITH
 OG0889'A HEMISPHERICAL TOP.  THESE MONUMENTS ARE 2-1/2 FEET HIGH, 2 FEET IN
 OG0889'DIAMETER AT THE BASE, 1-1/2 FEET IN DIAMETER AT THE TOP, AND WITH A
 OG0889'RADIUS FOR THE HEMISPHERICAL CROWN OF 9 INCHES.  THE CONCRETE
 OG0889'FOUNDATIONS EXTEND 5 FEET BELOW THE SURFACE EXCEPT WHERE SOLID ROCK
 OG0889'OCCURS AT A LESSER DEPTH, WHEN THE MONUMENT IS BUILT ON AND BONDED TO
 OG0889'THE ROCK BY SEVERAL IRON PINS.  EACH MONUMENT HAS ITS CENTER MARKED
 OG0889'BY A BRASS PLUG 3/4 INCH IN DIAMETER, WITH A SMALL DRILL HOLE IN THE
 OG0889'CENTER, AND EACH MONUMENT HAS A NUMBER CAST IN THE SIDE.
 OG0889
 OG0889                          STATION RECOVERY (1941)
 OG0889
 OG0889'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 OG0889'ON THE CANADIAN SIDE OF THE NIAGARA RIVER ABOUT SEVEN - EIGHTHS MILE
 OG0889'NORTHEAST OF THE WHIRLPOOL.  THE MONUMENT WAS FOUND SOMEWHAT PITTED
 OG0889'ON THE SURFACE BUT OTHERWISE IN GOOD CONDITION.  MARKED TRIANGULATION
 OG0889'STATIONS---TIE-SUB---,---DEVIL-SUB---,---MOSES-SUB---,
 OG0889'AND---DEVEAUX-I.W.C.---ARE VISIBLE FROM THE MONUMENT.  FROM A POINT A
 OG0889'FEW INCHES ECCENTRIC, MONUMENT 13 AND MARKED TRIANGULATION
 OG0889'STATION---BESS-I.W.C.---, NOW HIDDEN FROM THE MONUMENT BY THE POSTS
 OG0889'OF A NEARBY SUMMER HOUSE, CAN BE SEEN.
 OG0889
 OG0889                          STATION RECOVERY (1956)
 OG0889
 OG0889'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956 (NWS)
 OG0889'STATION SEARCHED FOR BUT NOT RECOVERED.
 OG0889
 OG0889                          STATION RECOVERY (1963)
 OG0889
 OG0889'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963 (NWS)
 OG0889'LARGELY REBUILT AND PAINTED 2 COATS.
 OG0889
 OG0889                          STATION RECOVERY (1971)
 OG0889
 OG0889'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 OG0889'STATION RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 OG1052 ***********************************************************************
 OG1052  DESIGNATION -  REF MON 16 41 IWC
 OG1052  PID         -  OG1052
 OG1052  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 OG1052  COUNTRY     -  CANADA
 OG1052  NTS MAPSHEET-  NIAGARA (2020)
 OG1052
 OG1052                         *CURRENT SURVEY CONTROL
 OG1052  ______________________________________________________________________
 OG1052* NAD 83(1996) POSITION- 43 06 51.01812(N) 079 03 44.95222(W)   ADJUSTED
 OG1052* NAVD 88 ORTHO HEIGHT -   160.0   (meters)      525.    (feet) VERTCON
 OG1052  ______________________________________________________________________
 OG1052  GEOID HEIGHT    -        -36.400 (meters)                     EGM08
 OG1052  HORZ ORDER      -  SECOND
 OG1052
 OG1052.The positional and height information provided upon this datasheet are not
 OG1052.officially recognized by the Government of Canada, provincial governments
 OG1052.within Canada, nor are they intended to replace or substitute for them.
 OG1052.The intent of sharing this data is to allow access to positions or heights
 OG1052.recognized by the United States Government. Passive control that is used by
 OG1052.both nations may share the same or similar designations or descriptions but
 OG1052.do not share official positions or heights. The 'Station Description' may
 OG1052.originate from a Canadian 'Station Report' and if so contains information
 OG1052.licensed under the 'Open Government License - Canada'.
 OG1052
 OG1052.The horizontal coordinates were established by classical geodetic methods
 OG1052.and adjusted by the National Geodetic Survey in January 1999.
 OG1052
 OG1052.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG1052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG1052
 OG1052.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG1052
 OG1052.Click photographs - Photos may exist for this station.
 OG1052
 OG1052. The following values were computed from the NAD 83(1996) position.
 OG1052
 OG1052;                    North         East     Units Scale Factor Converg.
 OG1052;UTM  17      - 4,775,315.437   657,632.827   MT  0.99990568   +1 19 28.1
 OG1052
 OG1052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG1052!UTM  17      -   0.99998061  x   0.99990568  =   0.99988629
 OG1052
 OG1052:                Primary Azimuth Mark                     Grid Az
 OG1052:UTM  17      -  POOL SUB IBC 1973                        334 56 17.3
 OG1052
 OG1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5763275315(NAD 83)
 OG1052
 OG1052|---------------------------------------------------------------------|
 OG1052| PID    Reference Object                     Distance      Geod. Az  |
 OG1052|                                                           dddmmss.s |
 OG1052| OG0969 BURR SUB                            297.096 METERS 08438     |
 OG1052| OG1056 POOL SUB IBC 1973                   APPROX. 0.7 KM 3361545.4 |
 OG1052|---------------------------------------------------------------------|
 OG1052
 OG1052                          SUPERSEDED SURVEY CONTROL
 OG1052
 OG1052  NAD 83(1986)-  43 06 51.02373(N)    079 03 44.94991(W) AD(       ) 2
 OG1052  NAD 27      -  43 06 50.82513(N)    079 03 45.78680(W) AD(       ) 2
 OG1052  NGVD 29 (07/19/86)  160.2    (m)          526.     (f) VERT ANG       
 OG1052
 OG1052.Superseded values are not recommended for survey control.
 OG1052
 OG1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG1052.See file dsdata.pdf to determine how the superseded data were derived.
 OG1052
 OG1052_MARKER: Z = SEE DESCRIPTION
 OG1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG1052+STABILITY: SURFACE MOTION
 OG1052
 OG1052  HISTORY     - Date     Condition        Report By
 OG1052  HISTORY     - 1912     MONUMENTED       IWC
 OG1052  HISTORY     - 1941     GOOD             IBC
 OG1052  HISTORY     - 1973     GOOD             IBC
 OG1052
 OG1052                          STATION DESCRIPTION
 OG1052
 OG1052'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1912 (JLS)
 OG1052'THE STATION IS CONSTRUCTED IN THE FORM OF THE FRUSTUM OF A CONE WITH
 OG1052'A HEMISPHERICAL TOP.  THESE MONUMENTS ARE 2-1/2 FEET HIGH, 2 FEET IN
 OG1052'DIAMETER AT THE BASE, 1-1/2 FEET IN DIAMETER AT THE TOP, AND WITH A
 OG1052'RADIUS FOR THE HEMISPHERICAL CROWN OF 9 INCHES.  THE CONCRETE
 OG1052'FOUNDATIONS EXTEND 5 FEET BELOW THE SURFACE EXCEPT WHERE SOLID ROCK
 OG1052'OCCURS AT A LESSER DEPTH, WHEN THE MONUMENT IS BUILT ON AND BONDED TO
 OG1052'THE ROCK BY SEVERAL IRON PINS.  EACH MONUMENT HAS ITS CENTER MARKED
 OG1052'BY A BRASS PLUG 3/4 INCH IN DIAMETER, WITH A SMALL DRILL HOLE IN THE
 OG1052'CENTER, AND EACH MONUMENT HAS A NUMBER CAST IN THE SIDE.
 OG1052
 OG1052                          STATION RECOVERY (1941)
 OG1052
 OG1052'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 OG1052'ON THE CANADIAN SIDE OF THE NIAGARA RIVER ABOUT FIVE - EIGHTHS MILE
 OG1052'MILE SOUTHEAST OF THE WHIRLPOOL.  THE MONUMENT WAS FOUND IN GOOD
 OG1052'CONDITION.  IT IS INTERVISIBLE WITH MONUMENT 17 AND MARKED
 OG1052'TRIANGULATION STATIONS---POOL-SUB---,---BURR-SUB---, AND---CUSTOM---.
 OG1052'IN 1956, REFERENCE MONUMENT IS ON TOP OF THE HIGH BANK ABOUT 6 FEET
 OG1052'OUTSIDE THE WALL ON RIVER SIDE OF THE RIVER ROAD, AND ABOUT 50 FEET
 OG1052'NORTH OF THE INTERSECTION OF THE RIVER ROAD AND ELGIN STREET.
 OG1052
 OG1052                          STATION RECOVERY (1973)
 OG1052
 OG1052'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1973 (CRM)
 OG1052'THE REFERENCE MONUMENT WAS RECOVERED AND FOUND IN GOOD
 OG1052'CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OG1052'
 OG1052'THE MONUMENT IS LOCATED IN THE NORTH PART OF NIAGARA FALLS, ONTARIO,
 OG1052'ACROSS THE STREET FROM AND SOUTHEAST OF THE RAPIDS MOTOR HOTEL.
 OG1052'
 OG1052'TO REACH THE MONUMENT FROM THE CANADIAN CUSTOMS HOUSE AT THE
 OG1052'EAST END OF THE WHIRLPOOL RAPIDS BRIDGE IN NIAGARA FALLS, GO
 OG1052'NORTHWEST ON RIVER ROAD FOR 0.35 MILE TO THE JUNCTION OF RIVER ROAD
 OG1052'AND ELGIN STREET.  CONTINUE NORTHWEST ON RIVER ROAD FOR ABOUT 75 FEET
 OG1052'TO THE MONUMENT ON THE RIGHT.
 OG1052'
 OG1052'THE MONUMENT IS A CONE-SHAPED, CONCRETE STRUCTURE WITH A
 OG1052'HEMISPHERICAL TOP.  THE MONUMENT IS 2 FEET IN DIAMETER AT THE BASE,
 OG1052'1-1/2 FEET IN DIAMETER AT THE TOP, WITH A RADIUS FOR THE
 OG1052'HEMISPHERICAL CROWN OF 9 INCHES AND IT PROJECTS 2-1/2 FEET.
 OG1052'THERE IS A 3/4 INCH IN DIAMETER, CENTER-DRILLED, BRASS PLUG IN THE
 OG1052'TOP AND ---16---IS CAST IN THE SIDE OF THE MONUMENT.  IT IS 31 FEET
 OG1052'NORTHEAST OF THE CENTER OF RIVER ROAD, 16 FEET SOUTHWEST OF A
 OG1052'CLIFF, 8 FEET NORTH OF A CONCRETE LIGHT POLE AND 8 FEET
 OG1052'NORTHEAST OF A STONE WALL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 OG1018 ***********************************************************************
 OG1018  DESIGNATION -  REF MON 20 41 IWC
 OG1018  PID         -  OG1018
 OG1018  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 OG1018  COUNTRY     -  CANADA
 OG1018  NTS MAPSHEET-  NIAGARA (2020)
 OG1018
 OG1018                         *CURRENT SURVEY CONTROL
 OG1018  ______________________________________________________________________
 OG1018* NAD 83(1996) POSITION- 43 04 44.41969(N) 079 04 42.02857(W)   ADJUSTED
 OG1018* NAVD 88 ORTHO HEIGHT -   149.    (meters)      489.    (feet) SCALED
 OG1018  ______________________________________________________________________
 OG1018  GEOID HEIGHT    -        -36.316 (meters)                     EGM08
 OG1018  HORZ ORDER      -  THIRD
 OG1018
 OG1018.The positional and height information provided upon this datasheet are not
 OG1018.officially recognized by the Government of Canada, provincial governments
 OG1018.within Canada, nor are they intended to replace or substitute for them.
 OG1018.The intent of sharing this data is to allow access to positions or heights
 OG1018.recognized by the United States Government. Passive control that is used by
 OG1018.both nations may share the same or similar designations or descriptions but
 OG1018.do not share official positions or heights. The 'Station Description' may
 OG1018.originate from a Canadian 'Station Report' and if so contains information
 OG1018.licensed under the 'Open Government License - Canada'.
 OG1018
 OG1018.The horizontal coordinates were established by classical geodetic methods
 OG1018.and adjusted by the National Geodetic Survey in January 1999.
 OG1018
 OG1018.The orthometric height was scaled from a topographic map.
 OG1018
 OG1018.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG1018
 OG1018.Click photographs - Photos may exist for this station.
 OG1018
 OG1018. The following values were computed from the NAD 83(1996) position.
 OG1018
 OG1018;                    North         East     Units Scale Factor Converg.
 OG1018;UTM  17      - 4,771,380.369   656,432.421   MT  0.99990104   +1 18 46.0
 OG1018
 OG1018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG1018!UTM  17      -   0.99998235  x   0.99990104  =   0.99988340
 OG1018
 OG1018:                Primary Azimuth Mark                     Grid Az
 OG1018:UTM  17      -  QUEEN SUB IBC                            009 09 30.4
 OG1018
 OG1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5643271380(NAD 83)
 OG1018
 OG1018|---------------------------------------------------------------------|
 OG1018| PID    Reference Object                     Distance      Geod. Az  |
 OG1018|                                                           dddmmss.s |
 OG1018| OG1017 QUEEN SUB IBC                       APPROX. 0.5 KM 0102816.4 |
 OG1018| OG1008 NF GEN BROCK HOTEL POLE             APPROX. 1.5 KM 0211635.7 |
 OG1018| OG0907 NIAGARA FALLS UNIT OFF BLDG FP      APPROX. 1.5 KM 0620936.9 |
 OG1018| OG1076 TERRAPIN USLS                       364.172 METERS 06628     |
 OG1018| OG1077 LUNDY SUB IBC                       169.274 METERS 19650     |
 OG1018| OG1079 NF CONVENT CROSS                    474.365 METERS 2222819.1 |
 OG1018|---------------------------------------------------------------------|
 OG1018
 OG1018                          SUPERSEDED SURVEY CONTROL
 OG1018
 OG1018  NAD 83(1986)-  43 04 44.42569(N)    079 04 42.02638(W) AD(       ) 3
 OG1018  NAD 27      -  43 04 44.22348(N)    079 04 42.86204(W) AD(       ) 3
 OG1018
 OG1018.Superseded values are not recommended for survey control.
 OG1018
 OG1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG1018.See file dsdata.pdf to determine how the superseded data were derived.
 OG1018
 OG1018_MARKER: Z = SEE DESCRIPTION
 OG1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG1018+STABILITY: SURFACE MOTION
 OG1018
 OG1018  HISTORY     - Date     Condition        Report By
 OG1018  HISTORY     - 1912     MONUMENTED       IWC
 OG1018  HISTORY     - 1941     GOOD             IBC
 OG1018  HISTORY     - 1971     GOOD             IBC
 OG1018
 OG1018                          STATION DESCRIPTION
 OG1018
 OG1018'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1912 (JLS)
 OG1018'THE STATION IS CONSTRUCTED IN THE FORM OF THE FRUSTUM OF A CONE WITH
 OG1018'A HEMISPHERICAL TOP.  THESE MONUMENTS ARE 2-1/2 FEET HIGH, 2 FEET IN
 OG1018'DIAMETER AT THE BASE, 1-1/2 FEET IN DIAMETER AT THE TOP, AND WITH A
 OG1018'RADIUS FOR THE HEMISPHERICAL CROWN OF 9 INCHES.  THE CONCRETE
 OG1018'FOUNDATIONS EXTEND 5 FEET BELOW THE SURFACE EXCEPT WHERE SOLID ROCK
 OG1018'OCCURS AT A LESSER DEPTH, WHEN THE MONUMENT IS BUILT ON AND BONDED TO
 OG1018'THE ROCK BY SEVERAL IRON PINS.  EACH MONUMENT HAS ITS CENTER MARKED
 OG1018'BY A BRASS PLUG 3/4 INCH IN DIAMETER, WITH A SMALL DRILL HOLE IN THE
 OG1018'CENTER, AND EACH MONUMENT HAS A NUMBER CAST IN THE SIDE.
 OG1018
 OG1018                          STATION RECOVERY (1941)
 OG1018
 OG1018'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 OG1018'ON THE CANADIAN SIDE OF THE NIAGARA RIVER, NEAR THE CREST OF THE
 OG1018'HORSESHOE FALLS, ON THE GROUNDS OF THE ONTARIO HYDROELECTRIC POWER
 OG1018'COMPANY.  THE MONUMENT WAS FOUND IN GOOD CONDITION.  MONUMENT 19,
 OG1018'MONUMENT 21, AND MARKED TRIANGULATION STATIONS---QUEEN-SUB---,
 OG1018'---ARCH---,---CLIFTON-SUB---,---RAINBOW---,---STATE-SUB---,
 OG1018'---LUNDY-SUB---, AND---TERRAPIN-U.S.L.S.---, ARE VISIBLE FROM THE
 OG1018'MONUMENT.  IN 1956, FOUND BURIED TO 1 FOOT OF TOP.
 OG1018
 OG1018                          STATION RECOVERY (1971)
 OG1018
 OG1018'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 OG1018'STATION RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 OG0949 ***********************************************************************
 OG0949  DESIGNATION -  REF MON 26 41 IWC
 OG0949  PID         -  OG0949
 OG0949  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 OG0949  COUNTRY     -  CANADA
 OG0949  NTS MAPSHEET-  NIAGARA (2020)
 OG0949
 OG0949                         *CURRENT SURVEY CONTROL
 OG0949  ______________________________________________________________________
 OG0949* NAD 83(1996) POSITION- 43 00 56.95259(N) 079 01 53.41532(W)   ADJUSTED
 OG0949* NAVD 88 ORTHO HEIGHT -   174.2   (meters)      572.    (feet) VERTCON
 OG0949  ______________________________________________________________________
 OG0949  GEOID HEIGHT    -        -36.181 (meters)                     EGM08
 OG0949  HORZ ORDER      -  THIRD
 OG0949
 OG0949.The positional and height information provided upon this datasheet are not
 OG0949.officially recognized by the Government of Canada, provincial governments
 OG0949.within Canada, nor are they intended to replace or substitute for them.
 OG0949.The intent of sharing this data is to allow access to positions or heights
 OG0949.recognized by the United States Government. Passive control that is used by
 OG0949.both nations may share the same or similar designations or descriptions but
 OG0949.do not share official positions or heights. The 'Station Description' may
 OG0949.originate from a Canadian 'Station Report' and if so contains information
 OG0949.licensed under the 'Open Government License - Canada'.
 OG0949
 OG0949.The horizontal coordinates were established by classical geodetic methods
 OG0949.and adjusted by the National Geodetic Survey in January 1999.
 OG0949
 OG0949.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0949
 OG0949.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0949
 OG0949.Click photographs - Photos may exist for this station.
 OG0949
 OG0949. The following values were computed from the NAD 83(1996) position.
 OG0949
 OG0949;                    North         East     Units Scale Factor Converg.
 OG0949;UTM  17      - 4,764,451.843   660,409.912   MT  0.99991655   +1 20 35.5
 OG0949
 OG0949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0949!UTM  17      -   0.99997835  x   0.99991655  =   0.99989490
 OG0949
 OG0949:                Primary Azimuth Mark                     Grid Az
 OG0949:UTM  17      -  REF MIN 25 67 IBC                        052 11 35.4
 OG0949
 OG0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6040964451(NAD 83)
 OG0949
 OG0949|---------------------------------------------------------------------|
 OG0949| PID    Reference Object                     Distance      Geod. Az  |
 OG0949|                                                           dddmmss.s |
 OG0949| OG0937 REF MIN 25 67 IBC                   APPROX. 2.0 KM 0533210.9 |
 OG0949|---------------------------------------------------------------------|
 OG0949
 OG0949                          SUPERSEDED SURVEY CONTROL
 OG0949
 OG0949  NAD 83(1986)-  43 00 56.95833(N)    079 01 53.41302(W) AD(       ) 3
 OG0949  NAD 27      -  43 00 56.75204(N)    079 01 54.26000(W) AD(       ) 3
 OG0949  NGVD 29 (07/19/86)  174.4    (m)          572.     (f) VERT ANG       
 OG0949
 OG0949.Superseded values are not recommended for survey control.
 OG0949
 OG0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0949.See file dsdata.pdf to determine how the superseded data were derived.
 OG0949
 OG0949_MARKER: Z = SEE DESCRIPTION
 OG0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0949+STABILITY: SURFACE MOTION
 OG0949
 OG0949  HISTORY     - Date     Condition        Report By
 OG0949  HISTORY     - 1912     MONUMENTED       IWC
 OG0949  HISTORY     - 1941     GOOD             IBC
 OG0949  HISTORY     - 1973     GOOD             IBC
 OG0949
 OG0949                          STATION DESCRIPTION
 OG0949
 OG0949'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1912 (JLS)
 OG0949'THE STATION IS CONSTRUCTED IN THE FORM OF THE FRUSTUM OF A CONE WITH
 OG0949'A HEMISPHERICAL TOP.  THESE MONUMENTS ARE 2-1/2 FEET HIGH, 2 FEET IN
 OG0949'DIAMETER AT THE BASE, 1-1/2 FEET IN DIAMETER AT THE TOP, AND WITH A
 OG0949'RADIUS FOR THE HEMISPHERICAL CROWN OF 9 INCHES.  THE CONCRETE
 OG0949'FOUNDATIONS EXTEND 5 FEET BELOW THE SURFACE EXCEPT WHERE SOLID ROCK
 OG0949'OCCURS AT A LESSER DEPTH, WHEN THE MONUMENT IS BUILT ON AND BONDED TO
 OG0949'THE ROCK BY SEVERAL IRON PINS.  EACH MONUMENT HAS ITS CENTER MARKED
 OG0949'BY A BRASS PLUG 3/4 INCH IN DIAMETER, WITH A SMALL DRILL HOLE IN THE
 OG0949'CENTER, AND EACH MONUMENT HAS A NUMBER CAST IN THE SIDE.
 OG0949
 OG0949                          STATION RECOVERY (1941)
 OG0949
 OG0949'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 OG0949'ON THE CANADIAN SIDE OF THE NIAGARA RIVER ABOUT A MILE NORTH OF THE
 OG0949'MOUTH OF SNAKE CREEK, IN THE FENCE LINE AT THE REAR OF THE PARK ALONG
 OG0949'THE RIVER.  THE MONUMENT WAS FOUND IN GOOD CONDITION OTHER THAN ITS
 OG0949'BASE WAS EXPOSED ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 OG0949'MONUMENT 25 (1941) AND MARKED TRIANGULATION
 OG0949'STATIONS---COBB-I.W.C.---,---WOODPILE-I.W.C.---,---WINDSOR-I.W.C.---,
 OG0949'---EAGLE-SUB---, AND---ROAD-I.W.C.---ARE SEEN FROM THE MONUMENT.
 OG0949
 OG0949                          STATION RECOVERY (1973)
 OG0949
 OG0949'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1973 (CRM)
 OG0949'THE MONUMENT WAS RECOVERED AND FOUND IN GOOD CONDITION.  A NEW
 OG0949'DESCRIPTION FOLLOWS.
 OG0949'
 OG0949'THE MONUMENT IS LOCATED ABOUT 3 MILES SOUTH OF CHIPPEWA, ONTARIO AND
 OG0949'ON NIAGARA PARKS COMMISSION PROPERTY.
 OG0949'
 OG0949'TO REACH THE MONUMENT FROM THE BRIDGE OVER USSHERS CREEK ON THE QUEEN
 OG0949'VICTORIA PARK BOULEVARD, THIS IS ABOUT 2 MILES, BY ROAD, SOUTH OF
 OG0949'CHIPPAWA, GO SOUTH ON THE BOULEVARD FOR 2.4 MILES TO THE JUNCTION
 OG0949'OF THE BOULEVARD AND MARSHALL ROAD.  CONTINUE SOUTH ON THE BOULEVARD
 OG0949'FOR 0.25 MILE TO THE MONUMENT TO THE RIGHT.
 OG0949'
 OG0949'THE MONUMENT IS A CONE - SHAPED, CONCRETE STRUCTURE WITH A
 OG0949'HEMISPHERICAL TOP.  THE MONUMENT IS 2 FEET IN DIAMETER AT THE BASE,
 OG0949'1-1/2 FEET IN DIAMETER AT THE TOP, WITH A RADIUS FOR THE
 OG0949'HEMISPHERICAL CROWN OF 9 INCHES, AND IT PROJECTS 2-1/2 FEET.  THERE
 OG0949'IS A 3/4 - INCH IN DIAMETER, CENTER - DRILLED, BRASS PLUG IN THE
 OG0949'TOP AND 26 IS CAST IN THE SIDE OF THE MONUMENT.  IT IS ABOUT 40 FEET
 OG0949'WEST OF THE WEST EDGE OF THE BOULEVARD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 NC1653 ***********************************************************************
 NC1653  DESIGNATION -  REF MON 28 41 ECC IBC
 NC1653  PID         -  NC1653
 NC1653  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 NC1653  COUNTRY     -  CANADA
 NC1653  NTS MAPSHEET-  WELLAND (2020)
 NC1653
 NC1653                         *CURRENT SURVEY CONTROL
 NC1653  ______________________________________________________________________
 NC1653* NAD 83(1996) POSITION- 42 58 42.43804(N) 079 01 13.98124(W)   ADJUSTED
 NC1653* NAVD 88 ORTHO HEIGHT -   173.9   (meters)      571.    (feet) VERTCON
 NC1653  ______________________________________________________________________
 NC1653  GEOID HEIGHT    -        -36.107 (meters)                     EGM08
 NC1653  HORZ ORDER      -  SECOND
 NC1653
 NC1653.The positional and height information provided upon this datasheet are not
 NC1653.officially recognized by the Government of Canada, provincial governments
 NC1653.within Canada, nor are they intended to replace or substitute for them.
 NC1653.The intent of sharing this data is to allow access to positions or heights
 NC1653.recognized by the United States Government. Passive control that is used by
 NC1653.both nations may share the same or similar designations or descriptions but
 NC1653.do not share official positions or heights. The 'Station Description' may
 NC1653.originate from a Canadian 'Station Report' and if so contains information
 NC1653.licensed under the 'Open Government License - Canada'.
 NC1653
 NC1653.The horizontal coordinates were established by classical geodetic methods
 NC1653.and adjusted by the National Geodetic Survey in January 1999.
 NC1653
 NC1653.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1653
 NC1653.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC1653
 NC1653.Click photographs - Photos may exist for this station.
 NC1653
 NC1653. The following values were computed from the NAD 83(1996) position.
 NC1653
 NC1653;                    North         East     Units Scale Factor Converg.
 NC1653;UTM  17      - 4,760,323.320   661,400.359   MT  0.99992048   +1 20 59.0
 NC1653
 NC1653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1653!UTM  17      -   0.99997839  x   0.99992048  =   0.99989887
 NC1653
 NC1653:                Primary Azimuth Mark                     Grid Az
 NC1653:UTM  17      -  STAROSCIAK                               069 08 50.6
 NC1653
 NC1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6140060323(NAD 83)
 NC1653
 NC1653|---------------------------------------------------------------------|
 NC1653| PID    Reference Object                     Distance      Geod. Az  |
 NC1653|                                                           dddmmss.s |
 NC1653| NC1640 STAROSCIAK                          APPROX. 1.7 KM 0702949.6 |
 NC1653| NC1534 BEAVER ISLAND STATE PARK TANK       APPROX. 5.2 KM 1055235.2 |
 NC1653| NC1654 REF MON 28 41 IWC                    15.364 METERS 21949     |
 NC1653|---------------------------------------------------------------------|
 NC1653
 NC1653                          SUPERSEDED SURVEY CONTROL
 NC1653
 NC1653  NAD 83(1986)-  42 58 42.44385(N)    079 01 13.97872(W) AD(       ) 2
 NC1653  NAD 27      -  42 58 42.23900(N)    079 01 14.82600(W) AD(       ) 2
 NC1653  NGVD 29 (07/19/86)  174.1    (m)          571.     (f) VERT ANG       
 NC1653
 NC1653.Superseded values are not recommended for survey control.
 NC1653
 NC1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1653.See file dsdata.pdf to determine how the superseded data were derived.
 NC1653
 NC1653_MARKER: Z = SEE DESCRIPTION
 NC1653_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NC1653+WITH SETTING: INFORMATION.
 NC1653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC1653
 NC1653  HISTORY     - Date     Condition        Report By
 NC1653  HISTORY     - 1973     MONUMENTED       IBC
 NC1653
 NC1653                          STATION DESCRIPTION
 NC1653
 NC1653'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1973 (CRM)
 NC1653'THE STATION IS LOCATED ABOUT 6-1/2 MILES NORTHWEST OF FORT ERIE,
 NC1653'ONTARIO, AND ON PARK PROPERTY.
 NC1653'
 NC1653'TO REACH THE STATION FROM THE BRIDGE OVER BLACK CREEK ON THE QUEEN
 NC1653'VICTORIA PARK BOULEVARD, (THIS IS ABOUT 7 MILES, BY ROAD, SOUTH OF
 NC1653'CHIPPAWA, ONTARIO) GO SOUTH ON THE BOULEVARD FOR 0.25 MILES TO THE
 NC1653'STATION ON THE RIGHT.  THIS IS IN FRONT OF THE RESIDENCE OF DR EDGAR
 NC1653'BRITTON.
 NC1653'
 NC1653'THE STATION MARK, STAMPED REF MON 28 ECC 1973, IS A BRONZE CAP
 NC1653'CRIMPED TO A 9/16 INCH DIAMETER, COPPER - COATED, STEEL ROD THAT IS
 NC1653'DRIVEN FLUSH WITH THE GROUND SURFACE.  IT IS 60 FEET NORTHWEST OF THE
 NC1653'CENTER OF A DRIVEWAY, AND 30 FEET SOUTHWEST OF THE CENTER OF THE
 NC1653'BOULEVARD.  IT IS 18 FEET SOUTH OF THE NORTHWESTERN ONE AND 17 FEET
 NC1653'WEST - NORTH - WEST OF THE SOUTHEASTERN ONE OF THE TWO MAPLE TREES
 NC1653'NEAREST THE BOULEVARD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 NC1654 ***********************************************************************
 NC1654  DESIGNATION -  REF MON 28 41 IWC
 NC1654  PID         -  NC1654
 NC1654  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 NC1654  COUNTRY     -  CANADA
 NC1654  NTS MAPSHEET-  WELLAND (2020)
 NC1654
 NC1654                         *CURRENT SURVEY CONTROL
 NC1654  ______________________________________________________________________
 NC1654* NAD 83(1996) POSITION- 42 58 42.05559(N) 079 01 14.41537(W)   ADJUSTED
 NC1654* NAVD 88 ORTHO HEIGHT -   175.    (meters)      574.    (feet) VERTCON
 NC1654  ______________________________________________________________________
 NC1654  GEOID HEIGHT    -        -36.107 (meters)                     EGM08
 NC1654  HORZ ORDER      -  SECOND
 NC1654
 NC1654.The positional and height information provided upon this datasheet are not
 NC1654.officially recognized by the Government of Canada, provincial governments
 NC1654.within Canada, nor are they intended to replace or substitute for them.
 NC1654.The intent of sharing this data is to allow access to positions or heights
 NC1654.recognized by the United States Government. Passive control that is used by
 NC1654.both nations may share the same or similar designations or descriptions but
 NC1654.do not share official positions or heights. The 'Station Description' may
 NC1654.originate from a Canadian 'Station Report' and if so contains information
 NC1654.licensed under the 'Open Government License - Canada'.
 NC1654
 NC1654.The horizontal coordinates were established by classical geodetic methods
 NC1654.and adjusted by the National Geodetic Survey in January 1999.
 NC1654
 NC1654.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1654
 NC1654.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC1654
 NC1654.Click photographs - Photos may exist for this station.
 NC1654
 NC1654. The following values were computed from the NAD 83(1996) position.
 NC1654
 NC1654;                    North         East     Units Scale Factor Converg.
 NC1654;UTM  17      - 4,760,311.291   661,390.804   MT  0.99992044   +1 20 58.7
 NC1654
 NC1654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1654!UTM  17      -   0.99997824  x   0.99992044  =   0.99989869
 NC1654
 NC1654:                Primary Azimuth Mark                     Grid Az
 NC1654:UTM  17      -  REF MON 27 67 IBC                        006 42 26.1
 NC1654
 NC1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6139060311(NAD 83)
 NC1654
 NC1654|---------------------------------------------------------------------|
 NC1654| PID    Reference Object                     Distance      Geod. Az  |
 NC1654|                                                           dddmmss.s |
 NC1654| NC1649 REF MON 27 67 IBC                   APPROX. 1.8 KM 0080324.8 |
 NC1654|---------------------------------------------------------------------|
 NC1654
 NC1654                          SUPERSEDED SURVEY CONTROL
 NC1654
 NC1654  NAD 83(1986)-  42 58 42.06139(N)    079 01 14.41286(W) AD(       ) 2
 NC1654  NAD 27      -  42 58 41.85592(N)    079 01 15.26083(W) AD(       ) 2
 NC1654  NGVD 29 (07/19/86)  175.     (m)          574.     (f) VERT ANG       
 NC1654
 NC1654.Superseded values are not recommended for survey control.
 NC1654
 NC1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1654.See file dsdata.pdf to determine how the superseded data were derived.
 NC1654
 NC1654_MARKER: Z = SEE DESCRIPTION
 NC1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC1654+STABILITY: SURFACE MOTION
 NC1654
 NC1654  HISTORY     - Date     Condition        Report By
 NC1654  HISTORY     - 1912     MONUMENTED       IWC
 NC1654  HISTORY     - 1941     GOOD             IBC
 NC1654  HISTORY     - 1973     GOOD             IBC
 NC1654
 NC1654                          STATION DESCRIPTION
 NC1654
 NC1654'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1912 (JLS)
 NC1654'THE STATION IS CONSTRUCTED IN THE FORM OF THE FRUSTUM OF A CONE WITH
 NC1654'A HEMISPHERICAL TOP.  THESE MONUMENTS ARE 2-1/2 FEET HIGH, 2 FEET IN
 NC1654'DIAMETER AT THE BASE, 1-1/2 FEET IN DIAMETER AT THE TOP, AND WITH A
 NC1654'RADIUS FOR THE HEMISPHERICAL CROWN OF 9 INCHES.  THE CONCRETE
 NC1654'FOUNDATIONS EXTEND 5 FEET BELOW THE SURFACE EXCEPT WHERE SOLID ROCK
 NC1654'OCCURS AT A LESSER DEPTH, WHEN THE MONUMENT IS BUILT ON AND BONDED TO
 NC1654'THE ROCK BY SEVERAL IRON PINS.  EACH MONUMENT HAS ITS CENTER MARKED
 NC1654'BY A BRASS PLUG 3/4 INCH IN DIAMETER, WITH A SMALL DRILL HOLE IN THE
 NC1654'CENTER, AND EACH MONUMENT HAS A NUMBER CAST IN THE SIDE.
 NC1654
 NC1654                          STATION RECOVERY (1941)
 NC1654
 NC1654'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 NC1654'ON THE CANADIAN SIDE OF THE NIAGARA RIVER ABOUT ONE - QUARTER MILE
 NC1654'SOUTHEAST OF THE MOUTH OF BLACK CREEK.  THE MONUMENT WAS FOUND IN
 NC1654'GOOD CONDITION OTHER THAN 2 INCHES OF THE BASE WAS EXPOSED BY THE
 NC1654'SETTLING OF THE GROUND.  IT IS NOW ON THE LAWN OF A NEW RESIDENCE.
 NC1654'MARKED TRIANGULATION STATIONS---MENNONITE-SUB---,---STALEY-I.W.C.---,
 NC1654'AND---CLUB-I.W.C.---ARE SEEN FROM THE MONUMENT.
 NC1654
 NC1654                          STATION RECOVERY (1973)
 NC1654
 NC1654'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1973 (CRM)
 NC1654'THE MONUMENT WAS RECOVERED AND FOUND IN GOOD CONDITION.  A NEW
 NC1654'DESCRIPTION FOLLOWS.
 NC1654'
 NC1654'THE MONUMENT IS LOCATED ABOUT 6-1/2 MILES NORTHWEST OF FORT ERIE,
 NC1654'ONTARIO AND IN THE NORTHEAST CORNER OF A LAWN.
 NC1654'
 NC1654'TO REACH THE MONUMENT FROM THE BRIDGE OVER BLACK CREEK ON THE QUEEN
 NC1654'VICTORIA PARK BOULEVARD, THIS IS ABOUT 7 MILES, BY ROAD, SOUTH OF
 NC1654'CHIPPAWA, ONTARIO, GO SOUTH ON THE BOULEVARD FOR
 NC1654'0.25 MILE TO THE MONUMENT ON THE RIGHT.
 NC1654'
 NC1654'THE MONUMENT IS A CONE - SHAPED, CONCRETE STRUCTURE WITH A
 NC1654'HEMISPHERICAL TOP.  THE MONUMENT IS 2 FEET IN DIAMETER AT THE BASE,
 NC1654'1-1/2 FEET IN DIAMETER AT THE TOP, WITH A RADIUS FOR THE
 NC1654'HEMISPHERICAL CROWN OF 9 INCHES, AND IT PROJECTS 2-1/2 FEET.  THERE
 NC1654'IS A 3/4 - INCH IN DIAMETER, CENTER - DRILLED, BRASS PLUG IN THE TOP
 NC1654'AND 28 IS CAST IN THE SIDE OF THE MONUMENT.  THE MONUMENT IS ON THE
 NC1654'LAWN OF DR EDGAR BRITTON, 80 FEET SOUTHWEST OF THE CENTER OF THE
 NC1654'BOULEVARD, AND 62 FEET NORTHWEST OF THE CENTER OF A DRIVEWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 OG0820 ***********************************************************************
 OG0820  DESIGNATION -  REF MON 3 41 IWC
 OG0820  PID         -  OG0820
 OG0820  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 OG0820  COUNTRY     -  CANADA
 OG0820  NTS MAPSHEET-  NIAGARA (2020)
 OG0820
 OG0820                         *CURRENT SURVEY CONTROL
 OG0820  ______________________________________________________________________
 OG0820* NAD 83(1996) POSITION- 43 13 26.33388(N) 079 03 26.73993(W)   ADJUSTED
 OG0820* NAVD 88 ORTHO HEIGHT -    60.    (meters)      197.    (feet) SCALED
 OG0820  ______________________________________________________________________
 OG0820  GEOID HEIGHT    -        -36.711 (meters)                     EGM08
 OG0820  HORZ ORDER      -  THIRD
 OG0820
 OG0820.The positional and height information provided upon this datasheet are not
 OG0820.officially recognized by the Government of Canada, provincial governments
 OG0820.within Canada, nor are they intended to replace or substitute for them.
 OG0820.The intent of sharing this data is to allow access to positions or heights
 OG0820.recognized by the United States Government. Passive control that is used by
 OG0820.both nations may share the same or similar designations or descriptions but
 OG0820.do not share official positions or heights. The 'Station Description' may
 OG0820.originate from a Canadian 'Station Report' and if so contains information
 OG0820.licensed under the 'Open Government License - Canada'.
 OG0820
 OG0820.The horizontal coordinates were established by classical geodetic methods
 OG0820.and adjusted by the National Geodetic Survey in January 1999.
 OG0820
 OG0820.The orthometric height was scaled from a topographic map.
 OG0820
 OG0820.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0820
 OG0820.Click photographs - Photos may exist for this station.
 OG0820
 OG0820. The following values were computed from the NAD 83(1996) position.
 OG0820
 OG0820;                    North         East     Units Scale Factor Converg.
 OG0820;UTM  17      - 4,787,519.993   657,761.445   MT  0.99990617   +1 19 50.3
 OG0820
 OG0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0820!UTM  17      -   0.99999637  x   0.99990617  =   0.99990254
 OG0820
 OG0820:                Primary Azimuth Mark                     Grid Az
 OG0820:UTM  17      -  BOW SUB IBC                              016 39 58.7
 OG0820
 OG0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5776187519(NAD 83)
 OG0820
 OG0820|---------------------------------------------------------------------|
 OG0820| PID    Reference Object                     Distance      Geod. Az  |
 OG0820|                                                           dddmmss.s |
 OG0820| OG0813 BOW SUB IBC                         APPROX. 1.4 KM 0175949.0 |
 OG0820| OG0818 ELINOR SUB IBC                       47.003 METERS 04508     |
 OG0820|---------------------------------------------------------------------|
 OG0820
 OG0820                          SUPERSEDED SURVEY CONTROL
 OG0820
 OG0820  NAD 83(1986)-  43 13 26.33975(N)    079 03 26.74025(W) AD(       ) 3
 OG0820  NAD 27      -  43 13 26.12351(N)    079 03 27.59320(W) AD(       ) 3
 OG0820
 OG0820.Superseded values are not recommended for survey control.
 OG0820
 OG0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0820.See file dsdata.pdf to determine how the superseded data were derived.
 OG0820
 OG0820_MARKER: Z = SEE DESCRIPTION
 OG0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0820+STABILITY: SURFACE MOTION
 OG0820
 OG0820  HISTORY     - Date     Condition        Report By
 OG0820  HISTORY     - 1913     MONUMENTED       IWC
 OG0820  HISTORY     - 1941     GOOD             IBC
 OG0820  HISTORY     - 1971     GOOD             IBC
 OG0820
 OG0820                          STATION DESCRIPTION
 OG0820
 OG0820'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1913 (JLS)
 OG0820'THE STATION IS CONSTRUCTED IN THE FORM OF THE FRUSTUM OF A CONE WITH
 OG0820'A HEMISPHERICAL TOP.  THESE MONUMENTS ARE 2-1/2 FEET HIGH, 2 FEET IN
 OG0820'DIAMETER AT THE BASE, 1-1/2 FEET IN DIAMETER AT THE TOP, AND WITH A
 OG0820'RADIUS FOR THE HEMISPHERICAL CROWN OF 9 INCHES.  THE CONCRETE
 OG0820'FOUNDATIONS EXTEND 5 FEET BELOW THE SURFACE EXCEPT WHERE SOLID ROCK
 OG0820'OCCURS AT A LESSER DEPTH, WHEN THE MONUMENT IS BUILT ON AND BONDED TO
 OG0820'THE ROCK BY SEVERAL IRON PINS.  EACH MONUMENT HAS ITS CENTER MARKED
 OG0820'BY A BRASS PLUG 3/4 INCH IN DIAMETER, WITH A SMALL DRILL HOLE IN THE
 OG0820'CENTER, AND EACH MONUMENT HAS A NUMBER CAST IN THE SIDE.
 OG0820
 OG0820                          STATION RECOVERY (1941)
 OG0820
 OG0820'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 OG0820'ON THE CANADIAN SIDE OF THE BOUNDARY ON POINT ELINOR ABOUT TWO MILES
 OG0820'SOUTH OF FORT GEORGE, NIAGARA - ON - THE - LAKE.  THE MONUMENT WAS
 OG0820'FOUND IN GOOD CONDITION.  IT IS INTERVISIBLE WITH MONUMENTS 2 AND 4
 OG0820'AND MARKED TRIANGULATION STATION---WOOD-SUB---.
 OG0820
 OG0820                          STATION RECOVERY (1971)
 OG0820
 OG0820'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 OG0820'STATION RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 NC1617 ***********************************************************************
 NC1617  DESIGNATION -  REF MON 30 41 IWC
 NC1617  PID         -  NC1617
 NC1617  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 NC1617  COUNTRY     -  CANADA
 NC1617  NTS MAPSHEET-  FORT ERIE (2020)
 NC1617
 NC1617                         *CURRENT SURVEY CONTROL
 NC1617  ______________________________________________________________________
 NC1617* NAD 83(1996) POSITION- 42 56 59.48851(N) 078 57 53.41284(W)   ADJUSTED
 NC1617* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 NC1617  ______________________________________________________________________
 NC1617  GEOID HEIGHT    -        -36.022 (meters)                     EGM08
 NC1617  HORZ ORDER      -  THIRD
 NC1617
 NC1617.The positional and height information provided upon this datasheet are not
 NC1617.officially recognized by the Government of Canada, provincial governments
 NC1617.within Canada, nor are they intended to replace or substitute for them.
 NC1617.The intent of sharing this data is to allow access to positions or heights
 NC1617.recognized by the United States Government. Passive control that is used by
 NC1617.both nations may share the same or similar designations or descriptions but
 NC1617.do not share official positions or heights. The 'Station Description' may
 NC1617.originate from a Canadian 'Station Report' and if so contains information
 NC1617.licensed under the 'Open Government License - Canada'.
 NC1617
 NC1617.The horizontal coordinates were established by classical geodetic methods
 NC1617.and adjusted by the National Geodetic Survey in January 1999.
 NC1617
 NC1617.The orthometric height was scaled from a topographic map.
 NC1617
 NC1617.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC1617
 NC1617.Click photographs - Photos may exist for this station.
 NC1617
 NC1617. The following values were computed from the NAD 83(1996) position.
 NC1617
 NC1617;                    North         East     Units Scale Factor Converg.
 NC1617;UTM  17      - 4,757,256.082   666,020.171   MT  0.99993909   +1 23 13.2
 NC1617
 NC1617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1617!UTM  17      -   0.99997807  x   0.99993909  =   0.99991717
 NC1617
 NC1617:                Primary Azimuth Mark                     Grid Az
 NC1617:UTM  17      -  SHIPYARD                                 302 31 35.0
 NC1617
 NC1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6602057256(NAD 83)
 NC1617
 NC1617|---------------------------------------------------------------------|
 NC1617| PID    Reference Object                     Distance      Geod. Az  |
 NC1617|                                                           dddmmss.s |
 NC1617| NC1613 BEAVER IS PARK BLDG CUPOLA          APPROX. 1.6 KM 0435045.5 |
 NC1617| NC1530 TONAWANDA DUNLOP TIRES TANK         APPROX. 4.6 KM 0590330.0 |
 NC1617| NC1588 BUFF DUPONT TANK                    APPROX. 4.3 KM 0662820.8 |
 NC1617| NC1621 SHIPYARD                            APPROX. 0.9 KM 3035448.2 |
 NC1617|---------------------------------------------------------------------|
 NC1617
 NC1617                          SUPERSEDED SURVEY CONTROL
 NC1617
 NC1617  NAD 83(1986)-  42 56 59.49446(N)    078 57 53.41038(W) AD(       ) 3
 NC1617  NAD 27      -  42 56 59.28800(N)    078 57 54.26800(W) AD(       ) 3
 NC1617
 NC1617.Superseded values are not recommended for survey control.
 NC1617
 NC1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1617.See file dsdata.pdf to determine how the superseded data were derived.
 NC1617
 NC1617_MARKER: Z = SEE DESCRIPTION
 NC1617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC1617+STABILITY: SURFACE MOTION
 NC1617
 NC1617  HISTORY     - Date     Condition        Report By
 NC1617  HISTORY     - 1912     MONUMENTED       IWC
 NC1617  HISTORY     - 1941     GOOD             IBC
 NC1617  HISTORY     - 1971     GOOD             IBC
 NC1617
 NC1617                          STATION DESCRIPTION
 NC1617
 NC1617'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1912 (JLS)
 NC1617'THE STATION IS CONSTRUCTED IN THE FORM OF THE FRUSTUM OF A CONE WITH
 NC1617'A HEMISPHERICAL TOP.  THESE MONUMENTS ARE 2-1/2 FEET HIGH, 2 FEET IN
 NC1617'DIAMETER AT THE BASE, 1-1/2 FEET IN DIAMETER AT THE TOP, AND WITH A
 NC1617'RADIUS FOR THE HEMISPHERICAL CROWN OF 9 INCHES.  THE CONCRETE
 NC1617'FOUNDATIONS EXTEND 5 FEET BELOW THE SURFACE EXCEPT WHERE SOLID ROCK
 NC1617'OCCURS AT A LESSER DEPTH, WHEN THE MONUMENT IS BUILT ON AND BONDED TO
 NC1617'THE ROCK BY SEVERAL IRON PINS.  EACH MONUMENT HAS ITS CENTER MARKED
 NC1617'BY A BRASS PLUG 3/4 INCH IN DIAMETER, WITH A SMALL DRILL HOLE IN THE
 NC1617'CENTER, AND EACH MONUMENT HAS A NUMBER CAST IN THE SIDE.
 NC1617
 NC1617                          STATION RECOVERY (1941)
 NC1617
 NC1617'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 NC1617'ON THE CANADIAN SIDE OF THE NIAGARA RIVER DIRECTLY OPPOSITE BEAVER
 NC1617'ISLAND AND ABOUT 1/4 MILE EAST OF SHIPYARD, ONTARIO.  THE MONUMENT
 NC1617'WAS FOUND IN GOOD CONDITION ALTHOUGH THE BANK HAD SETTLED NEARLY TWO
 NC1617'INCHES FROM THE BASE.  MARKED TRIANGULATION
 NC1617'STATIONS---SHIPYARD-I.W.C.---AND---ISLAND-I.W.C.---ARE SEEN FROM THE
 NC1617'MONUMENT.
 NC1617
 NC1617                          STATION RECOVERY (1971)
 NC1617
 NC1617'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 NC1617'STATION RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 NC1603 ***********************************************************************
 NC1603  DESIGNATION -  REF MON 31 41 IWC
 NC1603  PID         -  NC1603
 NC1603  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 NC1603  COUNTRY     -  CANADA
 NC1603  NTS MAPSHEET-  FORT ERIE (2020)
 NC1603
 NC1603                         *CURRENT SURVEY CONTROL
 NC1603  ______________________________________________________________________
 NC1603* NAD 83(1996) POSITION- 42 56 52.63199(N) 078 56 03.59913(W)   ADJUSTED
 NC1603* NAVD 88 ORTHO HEIGHT -   175.    (meters)      574.    (feet) SCALED
 NC1603  ______________________________________________________________________
 NC1603  GEOID HEIGHT    -        -35.997 (meters)                     EGM08
 NC1603  HORZ ORDER      -  THIRD
 NC1603
 NC1603.The positional and height information provided upon this datasheet are not
 NC1603.officially recognized by the Government of Canada, provincial governments
 NC1603.within Canada, nor are they intended to replace or substitute for them.
 NC1603.The intent of sharing this data is to allow access to positions or heights
 NC1603.recognized by the United States Government. Passive control that is used by
 NC1603.both nations may share the same or similar designations or descriptions but
 NC1603.do not share official positions or heights. The 'Station Description' may
 NC1603.originate from a Canadian 'Station Report' and if so contains information
 NC1603.licensed under the 'Open Government License - Canada'.
 NC1603
 NC1603.The horizontal coordinates were established by classical geodetic methods
 NC1603.and adjusted by the National Geodetic Survey in January 1999.
 NC1603
 NC1603.The orthometric height was scaled from a topographic map.
 NC1603
 NC1603.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC1603
 NC1603.Click photographs - Photos may exist for this station.
 NC1603
 NC1603. The following values were computed from the NAD 83(1996) position.
 NC1603
 NC1603;                    North         East     Units Scale Factor Converg.
 NC1603;UTM  17      - 4,757,105.275   668,513.821   MT  0.99994935   +1 24 27.9
 NC1603
 NC1603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1603!UTM  17      -   0.99997823  x   0.99994935  =   0.99992758
 NC1603
 NC1603:                Primary Azimuth Mark                     Grid Az
 NC1603:UTM  17      -  ISLAND                                   338 47 28.9
 NC1603
 NC1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6851357105(NAD 83)
 NC1603
 NC1603|---------------------------------------------------------------------|
 NC1603| PID    Reference Object                     Distance      Geod. Az  |
 NC1603|                                                           dddmmss.s |
 NC1603| NC1596 BUFF DUNLOP NORTH TANK              APPROX. 2.7 KM 0181623.8 |
 NC1603| NC1530 TONAWANDA DUNLOP TIRES TANK         APPROX. 3.0 KM 0292924.9 |
 NC1603| NC1588 BUFF DUPONT TANK                    APPROX. 2.4 KM 0373015.8 |
 NC1603| NC1565 BUFF ALL SAINTS CH SPIRE            APPROX. 2.8 KM 0671500.3 |
 NC1603| NC1567 BUFF HUNGARIAN CH SPIRE             APPROX. 2.5 KM 0900459.1 |
 NC1603| NC1533 BUFFALO AM STD HEATING AND PLUMBING APPROX. 2.9 KM 0903116.3 |
 NC1603| NC1570 BUFF ANNUNCIATION CH SPIRE          APPROX. 2.5 KM 1045326.6 |
 NC1603| NC1600 NETTLE SUB IBC                      416.663 METERS 1310827.8 |
 NC1603| NC1609 ISLAND                              APPROX. 1.3 KM 3401156.8 |
 NC1603|---------------------------------------------------------------------|
 NC1603
 NC1603                          SUPERSEDED SURVEY CONTROL
 NC1603
 NC1603  NAD 83(1986)-  42 56 52.63796(N)    078 56 03.59663(W) AD(       ) 3
 NC1603  NAD 27      -  42 56 52.43100(N)    078 56 04.45100(W) AD(       ) 3
 NC1603
 NC1603.Superseded values are not recommended for survey control.
 NC1603
 NC1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1603.See file dsdata.pdf to determine how the superseded data were derived.
 NC1603
 NC1603_MARKER: Z = SEE DESCRIPTION
 NC1603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC1603+STABILITY: SURFACE MOTION
 NC1603
 NC1603  HISTORY     - Date     Condition        Report By
 NC1603  HISTORY     - 1912     MONUMENTED       IWC
 NC1603  HISTORY     - 1941     GOOD             IBC
 NC1603  HISTORY     - 1971     GOOD             IBC
 NC1603
 NC1603                          STATION DESCRIPTION
 NC1603
 NC1603'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1912 (JLS)
 NC1603'THE STATION IS CONSTRUCTED IN THE FORM OF THE FRUSTUM OF A CONE WITH
 NC1603'A HEMISPHERICAL TOP.  THESE MONUMENTS ARE 2-1/2 FEET HIGH, 2 FEET IN
 NC1603'DIAMETER AT THE BASE, 1-1/2 FEET IN DIAMETER AT THE TOP, AND WITH A
 NC1603'RADIUS FOR THE HEMISPHERICAL CROWN OF 9 INCHES.  THE CONCRETE
 NC1603'FOUNDATIONS EXTEND 5 FEET BELOW THE SURFACE EXCEPT WHERE SOLID ROCK
 NC1603'OCCURS AT A LESSER DEPTH, WHEN THE MONUMENT IS BUILT ON AND BONDED TO
 NC1603'THE ROCK BY SEVERAL IRON PINS.  EACH MONUMENT HAS ITS CENTER MARKED
 NC1603'BY A BRASS PLUG 3/4 INCH IN DIAMETER, WITH A SMALL DRILL HOLE IN THE
 NC1603'CENTER, AND EACH MONUMENT HAS A NUMBER CAST IN THE SIDE.
 NC1603
 NC1603                          STATION RECOVERY (1941)
 NC1603
 NC1603'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 NC1603'ON THE CANADIAN SIDE OF THE NIAGARA RIVER ABOUT 1/2 MILE NORTHWEST OF
 NC1603'THE MOUTH OF FRENCHMANS CREEK.  THE MONUMENT WAS FOUND IN GOOD
 NC1603'CONDITION.  MARKED TRIANGULATION STATIONS---ISLAND-I.W.C.---,
 NC1603'---BEAVER-SUB---,---HERTEL-1941---,---HERTEL-I.W.C.---,
 NC1603'---STRAWBERRY-SUB---,---NETTLE-SUB---AND---NETTLE-I.W.C.---ARE SEEN
 NC1603'FROM THE MONUMENT.
 NC1603
 NC1603                          STATION RECOVERY (1971)
 NC1603
 NC1603'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 NC1603'STATION RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 NC1585 ***********************************************************************
 NC1585  DESIGNATION -  REF MON 33 12 IWC
 NC1585  PID         -  NC1585
 NC1585  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 NC1585  COUNTRY     -  CANADA
 NC1585  NTS MAPSHEET-  FORT ERIE (2020)
 NC1585
 NC1585                         *CURRENT SURVEY CONTROL
 NC1585  ______________________________________________________________________
 NC1585* NAD 83(1996) POSITION- 42 55 23.15386(N) 078 54 45.40577(W)   ADJUSTED
 NC1585* NAVD 88 ORTHO HEIGHT -   175.    (meters)      574.    (feet) SCALED
 NC1585  ______________________________________________________________________
 NC1585  GEOID HEIGHT    -        -35.925 (meters)                     EGM08
 NC1585  HORZ ORDER      -  THIRD
 NC1585
 NC1585.The positional and height information provided upon this datasheet are not
 NC1585.officially recognized by the Government of Canada, provincial governments
 NC1585.within Canada, nor are they intended to replace or substitute for them.
 NC1585.The intent of sharing this data is to allow access to positions or heights
 NC1585.recognized by the United States Government. Passive control that is used by
 NC1585.both nations may share the same or similar designations or descriptions but
 NC1585.do not share official positions or heights. The 'Station Description' may
 NC1585.originate from a Canadian 'Station Report' and if so contains information
 NC1585.licensed under the 'Open Government License - Canada'.
 NC1585
 NC1585.The horizontal coordinates were established by classical geodetic methods
 NC1585.and adjusted by the National Geodetic Survey in January 1999.
 NC1585
 NC1585.The orthometric height was scaled from a topographic map.
 NC1585
 NC1585.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC1585
 NC1585.Click photographs - Photos may exist for this station.
 NC1585
 NC1585. The following values were computed from the NAD 83(1996) position.
 NC1585
 NC1585;                    North         East     Units Scale Factor Converg.
 NC1585;UTM  17      - 4,754,388.837   670,354.321   MT  0.99995703   +1 25 18.8
 NC1585
 NC1585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1585!UTM  17      -   0.99997822  x   0.99995703  =   0.99993525
 NC1585
 NC1585:                Primary Azimuth Mark                     Grid Az
 NC1585:UTM  17      -  INTL BRIDGE SIGNAL ECC IBC               025 49 42.6
 NC1585
 NC1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7035454388(NAD 83)
 NC1585
 NC1585|---------------------------------------------------------------------|
 NC1585| PID    Reference Object                     Distance      Geod. Az  |
 NC1585|                                                           dddmmss.s |
 NC1585| NC1630 INTL BRIDGE SIGNAL ECC IBC          APPROX. 0.8 KM 0271501.4 |
 NC1585| NC1559 BUFF ST FRANCIS CH CROSS            APPROX. 1.7 KM 0342544.7 |
 NC1585| NC1552 174TH ARMORY FLAGPOLE               APPROX. 2.7 KM 1441516.4 |
 NC1585|---------------------------------------------------------------------|
 NC1585
 NC1585                          SUPERSEDED SURVEY CONTROL
 NC1585
 NC1585  NAD 83(1986)-  42 55 23.15974(N)    078 54 45.40309(W) AD(       ) 3
 NC1585  NAD 27      -  42 55 22.95469(N)    078 54 46.26051(W) AD(       ) 3
 NC1585
 NC1585.Superseded values are not recommended for survey control.
 NC1585
 NC1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1585.See file dsdata.pdf to determine how the superseded data were derived.
 NC1585
 NC1585_MARKER: Z = SEE DESCRIPTION
 NC1585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC1585+STABILITY: SURFACE MOTION
 NC1585
 NC1585  HISTORY     - Date     Condition        Report By
 NC1585  HISTORY     - 1912     MONUMENTED       IWC
 NC1585  HISTORY     - 1941     GOOD             IBC
 NC1585
 NC1585                          STATION DESCRIPTION
 NC1585
 NC1585'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1912 (JLS)
 NC1585'THE STATION IS CONSTRUCTED IN THE FORM OF THE FRUSTUM OF A CONE WITH
 NC1585'A HEMISPHERICAL TOP.  THESE MONUMENTS ARE 2-1/2 FEET HIGH, 2 FEET IN
 NC1585'DIAMETER AT THE BASE, 1-1/2 FEET IN DIAMETER AT THE TOP, AND WITH A
 NC1585'RADIUS FOR THE HEMISPHERICAL CROWN OF 9 INCHES.  THE CONCRETE
 NC1585'FOUNDATIONS EXTEND 5 FEET BELOW THE SURFACE EXCEPT WHERE SOLID ROCK
 NC1585'OCCURS AT A LESSER DEPTH, WHEN THE MONUMENT IS BUILT ON AND BONDED TO
 NC1585'THE ROCK BY SEVERAL IRON PINS.  EACH MONUMENT HAS ITS CENTER MARKED
 NC1585'BY A BRASS PLUG 3/4 INCH IN DIAMETER, WITH A SMALL DRILL HOLE IN THE
 NC1585'CENTER, AND EACH MONUMENT HAS A NUMBER CAST IN THE SIDE.
 NC1585
 NC1585                          STATION RECOVERY (1941)
 NC1585
 NC1585'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 NC1585'FOUND IN GOOD CONDITION IN THE FRONT LAWN OF THE RESIDENCE OF
 NC1585'DR LOWELL BUTTERS IN THE VILLAGE OF FORT ERIE, ONTARIO.  WHEN THE
 NC1585'MONUMENT WAS SET, IT WAS IN OPEN GROUND.  SUBSEQUENTLY, THE LAND WAS
 NC1585'DIVIDED INTO TOWN LOTS AND STREETS.  DR BUTTERS HOUSE OCCUPIES ONE OF
 NC1585'THESE LOTS AND THE MONUMENT HAD BECOME A NUISANCE TO HIM.  IN 1940 HE
 NC1585'MADE WRITTEN REQUEST TO HAVE THE MONUMENT REMOVED, TO WHICH THE
 NC1585'COMMISSIONERS AGREED.  ACCORDINGLY, THE MONUMENT WAS REMOVED FROM
 NC1585'ITS ORIGINAL POSITION AND RESET ON THE HIGH BANK BETWEEN THE RIVER
 NC1585'AND THE PAVED STREET THAT PARALLELS THE RIVER BANK.  THE NEW POSITION
 NC1585'IS ABOUT 67 FEET NORTHEAST OF THE ORIGINAL POSITION.  THE GEOGRAPHIC
 NC1585'POSITION OF THE MONUMENT IN ITS NEW POSITION WAS DETERMINED BY
 NC1585'TRIANGULATION FROM REFERENCE MONUMENTS 32 AND 34, AND THE AZIMUTHS
 NC1585'AND DISTANCES TO BOUNDARY TURNING POINTS 150 AND 151 WERE COMPUTED.
 NC1585'THE DEPARTMENT OF PUBLIC WORKS, CANADA, BENCH MARK MMDXCIII, A COPPER
 NC1585'BOLT IN THE SIDE OF THE MONUMENT, WAS LOWERED 2.018 FEET BY THE
 NC1585'MOVING OF THE MONUMENT.  THE MONUMENT WAS MOVED ON SEPTEMBER 29, 1941.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 NC1633 ***********************************************************************
 NC1633  DESIGNATION -  REF MON 33 41 IWC
 NC1633  PID         -  NC1633
 NC1633  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 NC1633  COUNTRY     -  CANADA
 NC1633  NTS MAPSHEET-  FORT ERIE (2020)
 NC1633
 NC1633                         *CURRENT SURVEY CONTROL
 NC1633  ______________________________________________________________________
 NC1633* NAD 83(1996) POSITION- 42 55 23.60359(N) 078 54 44.73255(W)   ADJUSTED
 NC1633* NAVD 88 ORTHO HEIGHT -   175.    (meters)      574.    (feet) SCALED
 NC1633  ______________________________________________________________________
 NC1633  GEOID HEIGHT    -        -35.925 (meters)                     EGM08
 NC1633  HORZ ORDER      -  THIRD
 NC1633
 NC1633.The positional and height information provided upon this datasheet are not
 NC1633.officially recognized by the Government of Canada, provincial governments
 NC1633.within Canada, nor are they intended to replace or substitute for them.
 NC1633.The intent of sharing this data is to allow access to positions or heights
 NC1633.recognized by the United States Government. Passive control that is used by
 NC1633.both nations may share the same or similar designations or descriptions but
 NC1633.do not share official positions or heights. The 'Station Description' may
 NC1633.originate from a Canadian 'Station Report' and if so contains information
 NC1633.licensed under the 'Open Government License - Canada'.
 NC1633
 NC1633.The horizontal coordinates were established by classical geodetic methods
 NC1633.and adjusted by the National Geodetic Survey in January 1999.
 NC1633
 NC1633.The orthometric height was scaled from a topographic map.
 NC1633
 NC1633.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC1633
 NC1633.Click photographs - Photos may exist for this station.
 NC1633
 NC1633. The following values were computed from the NAD 83(1996) position.
 NC1633
 NC1633;                    North         East     Units Scale Factor Converg.
 NC1633;UTM  17      - 4,754,403.089   670,369.239   MT  0.99995709   +1 25 19.3
 NC1633
 NC1633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1633!UTM  17      -   0.99997822  x   0.99995709  =   0.99993531
 NC1633
 NC1633:                Primary Azimuth Mark                     Grid Az
 NC1633:UTM  17      -  BUFF ST FRANCIS CH CROSS                 032 50 53.3
 NC1633
 NC1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7036954403(NAD 83)
 NC1633
 NC1633|---------------------------------------------------------------------|
 NC1633| PID    Reference Object                     Distance      Geod. Az  |
 NC1633|                                                           dddmmss.s |
 NC1633| NC1559 BUFF ST FRANCIS CH CROSS            APPROX. 1.7 KM 0341612.6 |
 NC1633| NC1557 BUFF ST JOHNS CH SPIRE              APPROX. 1.7 KM 0380505.9 |
 NC1633| NC1553 BUFF NATIVITY SPIRE                 APPROX. 1.9 KM 1270430.5 |
 NC1633| NC1403 BUFFALO RAND BUILDING TOWER         APPROX. 5.2 KM 1421831.2 |
 NC1633| NC1547 BUFF NEW CITY HALL IBC              APPROX. 4.9 KM 1462118.4 |
 NC1633|---------------------------------------------------------------------|
 NC1633
 NC1633                          SUPERSEDED SURVEY CONTROL
 NC1633
 NC1633  NAD 83(1986)-  42 55 23.60945(N)    078 54 44.72988(W) AD(       ) 3
 NC1633  NAD 27      -  42 55 23.40400(N)    078 54 45.58800(W) AD(       ) 3
 NC1633
 NC1633.Superseded values are not recommended for survey control.
 NC1633
 NC1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1633.See file dsdata.pdf to determine how the superseded data were derived.
 NC1633
 NC1633_MARKER: Z = SEE DESCRIPTION
 NC1633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC1633+STABILITY: SURFACE MOTION
 NC1633
 NC1633  HISTORY     - Date     Condition        Report By
 NC1633  HISTORY     - 1941     MONUMENTED       IBC
 NC1633  HISTORY     - 1941     GOOD             IBC
 NC1633  HISTORY     - 1971     GOOD             IBC
 NC1633
 NC1633                          STATION DESCRIPTION
 NC1633
 NC1633'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 NC1633'THE STATION IS CONSTRUCTED IN THE FORM OF THE FRUSTUM OF A CONE WITH
 NC1633'A HEMISPHERICAL TOP.  THESE MONUMENTS ARE 2-1/2 FEET HIGH, 2 FEET IN
 NC1633'DIAMETER AT THE BASE, 1-1/2 FEET IN DIAMETER AT THE TOP, AND WITH A
 NC1633'RADIUS FOR THE HEMISPHERICAL CROWN OF 9 INCHES.  THE CONCRETE
 NC1633'FOUNDATIONS EXTEND 5 FEET BELOW THE SURFACE EXCEPT WHERE SOLID ROCK
 NC1633'OCCURS AT A LESSER DEPTH, WHEN THE MONUMENT IS BUILT ON AND BONDED TO
 NC1633'THE ROCK BY SEVERAL IRON PINS.  EACH MONUMENT HAS ITS CENTER MARKED
 NC1633'BY A BRASS PLUG 3/4 INCH IN DIAMETER, WITH A SMALL DRILL HOLE IN THE
 NC1633'CENTER, AND EACH MONUMENT HAS A NUMBER CAST IN THE SIDE.
 NC1633
 NC1633                          STATION RECOVERY (1941)
 NC1633
 NC1633'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 NC1633'ON THE CANADIAN SIDE OF THE NIAGARA RIVER, ABOUT 3/8 MILE SOUTH OF
 NC1633'THE WEST END OF THE INTERNATIONAL RAILROAD BRIDGE.  THE MONUMENT WAS
 NC1633'FOUND COVERED WITH VINES BUT IN GOOD CONDITION IN THE FRONT YARD OF
 NC1633'DR LOWELL BUTTERS RESIDENCE.  AT DR BUTTERS REQUEST, IT WAS MOVED TO
 NC1633'A NEW POSITION ACROSS THE ROAD AND SLIGHTLY DOWNSTREAM.  IN ITS NEW
 NC1633'POSITION, IT STRANDS BETWEEN THE ROAD AND THE TOP OF THE HIGH BANK
 NC1633'ABOVE THE RIVER.  MONUMENT 34 AND MARKED TRIANGULATION
 NC1633'STATIONS---FORT PORTER-I.W.C.---,---PLANT---,---MOLE---,
 NC1633'AND---FILL-SUB---ARE VISIBLE FROM THE MONUMENT IN ITS NEW POSITION.
 NC1633'ITS RELATION TO THE TURNING POINTS OF THE BOUNDARY IN ITS NEW
 NC1633'POSITION IS GIVEN IN TABULAR FORM ON ANOTHER PAGE OF THIS REPORT.
 NC1633
 NC1633                          STATION RECOVERY (1971)
 NC1633
 NC1633'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 NC1633'STATION RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 NC1636 ***********************************************************************
 NC1636  DESIGNATION -  REF MON 35 12 IWC
 NC1636  PID         -  NC1636
 NC1636  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 NC1636  COUNTRY     -  CANADA
 NC1636  NTS MAPSHEET-  FORT ERIE (2020)
 NC1636
 NC1636                         *CURRENT SURVEY CONTROL
 NC1636  ______________________________________________________________________
 NC1636* NAD 83(1996) POSITION- 42 54 06.85100(N) 078 55 02.33748(W)   ADJUSTED
 NC1636* NAVD 88 ORTHO HEIGHT -   175.    (meters)      574.    (feet) SCALED
 NC1636  ______________________________________________________________________
 NC1636  GEOID HEIGHT    -        -35.885 (meters)                     EGM08
 NC1636  HORZ ORDER      -  THIRD
 NC1636
 NC1636.The positional and height information provided upon this datasheet are not
 NC1636.officially recognized by the Government of Canada, provincial governments
 NC1636.within Canada, nor are they intended to replace or substitute for them.
 NC1636.The intent of sharing this data is to allow access to positions or heights
 NC1636.recognized by the United States Government. Passive control that is used by
 NC1636.both nations may share the same or similar designations or descriptions but
 NC1636.do not share official positions or heights. The 'Station Description' may
 NC1636.originate from a Canadian 'Station Report' and if so contains information
 NC1636.licensed under the 'Open Government License - Canada'.
 NC1636
 NC1636.The horizontal coordinates were established by classical geodetic methods
 NC1636.and adjusted by the National Geodetic Survey in January 1999.
 NC1636
 NC1636.The orthometric height was scaled from a topographic map.
 NC1636
 NC1636.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC1636
 NC1636.Click photographs - Photos may exist for this station.
 NC1636
 NC1636. The following values were computed from the NAD 83(1996) position.
 NC1636
 NC1636;                    North         East     Units Scale Factor Converg.
 NC1636;UTM  17      - 4,752,025.545   670,028.751   MT  0.99995567   +1 25 05.2
 NC1636
 NC1636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1636!UTM  17      -   0.99997821  x   0.99995567  =   0.99993388
 NC1636
 NC1636:                Primary Azimuth Mark                     Grid Az
 NC1636:UTM  17      -  FORT PORTER IWC                          083 59 04.6
 NC1636
 NC1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7002852025(NAD 83)
 NC1636
 NC1636|---------------------------------------------------------------------|
 NC1636| PID    Reference Object                     Distance      Geod. Az  |
 NC1636|                                                           dddmmss.s |
 NC1636| NC1635 REF MON 35 41 IBC                     2.070 METERS 02019     |
 NC1636| NC1572 PEACE BRIDGE POST B IBC             APPROX. 1.1 KM 0601601.6 |
 NC1636| NC1552 174TH ARMORY FLAGPOLE               APPROX. 2.0 KM 0851326.8 |
 NC1636| NC1560 FORT PORTER IWC                     APPROX. 1.4 KM 0852409.8 |
 NC1636| NC1558 REF MON 34 41 IWC                   APPROX. 1.4 KM 0862934.9 |
 NC1636| NC1434 BUFFALO NIA MOHAWK BLDG DOME        APPROX. 4.0 KM 1114818.1 |
 NC1636| NC1547 BUFF NEW CITY HALL IBC              APPROX. 3.5 KM 1183947.7 |
 NC1636| NC1625 BUFFALO CITY HALL                   APPROX. 3.8 KM 1212130.5 |
 NC1636| NC1551 BUFF LIGHTHOUSE                     APPROX. 3.5 KM 1393836.0 |
 NC1636| NC1584 BUFF NEW INTAKE LT                  APPROX. 2.5 KM 1702207.8 |
 NC1636| NC1587 HORSESHOE REEF LT IBC               APPROX. 2.3 KM 1753016.1 |
 NC1636| NC1590 POPLARS                              52.434 METERS 33115     |
 NC1636|---------------------------------------------------------------------|
 NC1636
 NC1636                          SUPERSEDED SURVEY CONTROL
 NC1636
 NC1636  NAD 83(1986)-  42 54 06.85689(N)    078 55 02.33462(W) AD(       ) 3
 NC1636  NAD 27      -  42 54 06.65148(N)    078 55 03.18953(W) AD(       ) 3
 NC1636
 NC1636.Superseded values are not recommended for survey control.
 NC1636
 NC1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1636.See file dsdata.pdf to determine how the superseded data were derived.
 NC1636
 NC1636_MARKER: Z = SEE DESCRIPTION
 NC1636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC1636+STABILITY: SURFACE MOTION
 NC1636
 NC1636  HISTORY     - Date     Condition        Report By
 NC1636  HISTORY     - 1912     MONUMENTED       IWC
 NC1636  HISTORY     - 1941     POOR             IBC
 NC1636
 NC1636                          STATION DESCRIPTION
 NC1636
 NC1636'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1912 (JLS)
 NC1636'THE STATION IS CONSTRUCTED IN THE FORM OF THE FRUSTUM OF A CONE WITH
 NC1636'A HEMISPHERICAL TOP.  THESE MONUMENTS ARE 2-1/2 FEET HIGH, 2 FEET IN
 NC1636'DIAMETER AT THE BASE, 1-1/2 FEET IN DIAMETER AT THE TOP, AND WITH A
 NC1636'RADIUS FOR THE HEMISPHERICAL CROWN OF 9 INCHES.  THE CONCRETE
 NC1636'FOUNDATIONS EXTEND 5 FEET BELOW THE SURFACE EXCEPT WHERE SOLID ROCK
 NC1636'OCCURS AT A LESSER DEPTH, WHEN THE MONUMENT IS BUILT ON AND BONDED TO
 NC1636'THE ROCK BY SEVERAL IRON PINS.  EACH MONUMENT HAS ITS CENTER MARKED
 NC1636'BY A BRASS PLUG 3/4 INCH IN DIAMETER, WITH A SMALL DRILL HOLE IN THE
 NC1636'CENTER, AND EACH MONUMENT HAS A NUMBER CAST IN THE SIDE.
 NC1636
 NC1636                          STATION RECOVERY (1941)
 NC1636
 NC1636'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 NC1636'FOUND BURIED TO ITS APEX IN A FILL RECENTLY MADE AS A PART OF A
 NC1636'PART OF A PARKING PROJECT BEING CARRIED ON BETWEEN THE HIGHWAY AND
 NC1636'THE RIVER BANK.  THE MONUMENT WAS REMOVED FROM ITS OLD POSITION AND
 NC1636'RESET ABOUT 2 METERS NORTH OF ITS ORIGINAL POSITION AND 2.0 FEET
 NC1636'HIGHER.  THE MONUMENT WAS ORIGINALLY SET ON BEDROCK AT A DEPTH OF
 NC1636'ABOUT 1-1/2 FEET UNDER THE SURFACE OF THE GROUND AND WAS ANCHORED
 NC1636'TO THE BEDROCK BY TWO STEEL PINS.  IT WAS RESET IN CONCRETE RESTING
 NC1636'ON THE BEDROCK.  IT WAS MOVED TO THE NORTH TO AVOID A STORM SEWER
 NC1636'THAT WAS BEING INSTALLED.  THE NEW GEOGRAPHIC POSITION OF THE
 NC1636'MONUMENT WAS DETERMINED BY TRIANGULATION FROM REFERENCE MONUMENT 34
 NC1636'AND THE ORIGINAL POSITION OF REFERENCE MONUMENT 35.  THE NEW AZIMUTH
 NC1636'AND DISTANCE TO BOUNDARY TURNING POINT 152 WAS COMPUTED.  THE
 NC1636'MONUMENT WAS MOVED ON SEPTEMBER 26, 1941.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 NC1635 ***********************************************************************
 NC1635  DESIGNATION -  REF MON 35 41 IBC
 NC1635  PID         -  NC1635
 NC1635  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 NC1635  COUNTRY     -  CANADA
 NC1635  NTS MAPSHEET-  FORT ERIE (2020)
 NC1635
 NC1635                         *CURRENT SURVEY CONTROL
 NC1635  ______________________________________________________________________
 NC1635* NAD 83(1996) POSITION- 42 54 06.91390(N) 078 55 02.30580(W)   ADJUSTED
 NC1635* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) VERTCON
 NC1635  ______________________________________________________________________
 NC1635  GEOID HEIGHT    -        -35.885 (meters)                     EGM08
 NC1635  HORZ ORDER      -  THIRD
 NC1635
 NC1635.The positional and height information provided upon this datasheet are not
 NC1635.officially recognized by the Government of Canada, provincial governments
 NC1635.within Canada, nor are they intended to replace or substitute for them.
 NC1635.The intent of sharing this data is to allow access to positions or heights
 NC1635.recognized by the United States Government. Passive control that is used by
 NC1635.both nations may share the same or similar designations or descriptions but
 NC1635.do not share official positions or heights. The 'Station Description' may
 NC1635.originate from a Canadian 'Station Report' and if so contains information
 NC1635.licensed under the 'Open Government License - Canada'.
 NC1635
 NC1635.The horizontal coordinates were established by classical geodetic methods
 NC1635.and adjusted by the National Geodetic Survey in January 1999.
 NC1635
 NC1635.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1635
 NC1635.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC1635
 NC1635.Click photographs - Photos may exist for this station.
 NC1635
 NC1635. The following values were computed from the NAD 83(1996) position.
 NC1635
 NC1635;                    North         East     Units Scale Factor Converg.
 NC1635;UTM  17      - 4,752,027.503   670,029.422   MT  0.99995567   +1 25 05.2
 NC1635
 NC1635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1635!UTM  17      -   0.99997805  x   0.99995567  =   0.99993372
 NC1635
 NC1635:                Primary Azimuth Mark                     Grid Az
 NC1635:UTM  17      -  REF MON 34 67 IBC                        085 49 22.0
 NC1635
 NC1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7002952027(NAD 83)
 NC1635
 NC1635|---------------------------------------------------------------------|
 NC1635| PID    Reference Object                     Distance      Geod. Az  |
 NC1635|                                                           dddmmss.s |
 NC1635| NC1561 REF MON 34 67 IBC                   APPROX. 1.3 KM 0871427.2 |
 NC1635| NC1434 BUFFALO NIA MOHAWK BLDG DOME        APPROX. 4.0 KM 1115005.4 |
 NC1635| NC1547 BUFF NEW CITY HALL IBC              APPROX. 3.5 KM 1184147.0 |
 NC1635| NC1625 BUFFALO CITY HALL                   APPROX. 3.8 KM 1212321.4 |
 NC1635| NC1551 BUFF LIGHTHOUSE                     APPROX. 3.5 KM 1394022.1 |
 NC1635| NC1556 BUFF BREAKWATER NORTH LT            APPROX. 3.1 KM 1503928.3 |
 NC1635| NC1584 BUFF NEW INTAKE LT                  APPROX. 2.5 KM 1702332.5 |
 NC1635| NC1587 HORSESHOE REEF LT IBC               APPROX. 2.3 KM 1753134.0 |
 NC1635|---------------------------------------------------------------------|
 NC1635
 NC1635                          SUPERSEDED SURVEY CONTROL
 NC1635
 NC1635  NAD 83(1986)-  42 54 06.91977(N)    078 55 02.30294(W) AD(       ) 3
 NC1635  NAD 27      -  42 54 06.71400(N)    078 55 03.15800(W) AD(       ) 3
 NC1635  NGVD 29 (07/19/86)  176.     (m)          577.     (f) VERT ANG       
 NC1635
 NC1635.Superseded values are not recommended for survey control.
 NC1635
 NC1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1635.See file dsdata.pdf to determine how the superseded data were derived.
 NC1635
 NC1635_MARKER: Z = SEE DESCRIPTION
 NC1635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC1635+STABILITY: SURFACE MOTION
 NC1635
 NC1635  HISTORY     - Date     Condition        Report By
 NC1635  HISTORY     - 1941     MONUMENTED       IBC
 NC1635  HISTORY     - 1963     SEE DESCRIPTION  IBC
 NC1635  HISTORY     - 1973     GOOD             IBC
 NC1635
 NC1635                          STATION DESCRIPTION
 NC1635
 NC1635'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 NC1635'ON THE CANADIAN SIDE OF THE NIAGARA RIVER ABOUT ONE - HALF MILE
 NC1635'NORTH OF LIMEKILN REEF.  THE MONUMENT WAS FOUND BURIED IN A DIRT
 NC1635'FILL WITH ITS TOP FLUSH WITH THE SURFACE OF THE FILL.  THE TOP HAD
 NC1635'BEEN SCARIFIED BADLY BY A SCRAPER.  THE MONUMENT WAS MOVED ABOUT 6
 NC1635'FEET NORTH AND RAISED ABOVE THE SURFACE OF THE FILL TO ITS NORMAL
 NC1635'HEIGHT.  MONUMENT 34 AND MARKED TRIANGULATION
 NC1635'STATIONS---BREAKWATER-I.W.C.---,---FORT PORTER-I.W.C.---,
 NC1635'---POPLARS-I.W.C.---, AND---POPLARS-1941---ARE VISIBLE FROM THE
 NC1635'MONUMENT.
 NC1635'
 NC1635'THE STATION IS CONSTRUCTED IN THE FORM OF THE FRUSTUM OF A CONE WITH
 NC1635'A HEMISPHERICAL TOP.  THESE MONUMENTS ARE 2-1/2 FEET HIGH, 2 FEET IN
 NC1635'DIAMETER AT THE BASE, 1-1/2 FEET IN DIAMETER AT THE TOP, AND WITH A
 NC1635'RADIUS FOR THE HEMISPHERICAL CROWN OF 9 INCHES.  THE CONCRETE
 NC1635'FOUNDATIONS EXTEND 5 FEET BELOW THE SURFACE EXCEPT WHERE SOLID ROCK
 NC1635'OCCURS AT A LESSER DEPTH, WHEN THE MONUMENT IS BUILT ON AND BONDED TO
 NC1635'THE ROCK BY SEVERAL IRON PINS.  EACH MONUMENT HAS ITS CENTER MARKED
 NC1635'BY A BRASS PLUG 3/4 INCH IN DIAMETER, WITH A SMALL DRILL HOLE IN THE
 NC1635'CENTER, AND EACH MONUMENT HAS A NUMBER CAST IN THE SIDE.
 NC1635
 NC1635                          STATION RECOVERY (1963)
 NC1635
 NC1635'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963 (NWS)
 NC1635'STATION DESTROYED BUT TO BE REBUILT AT A LATER DATE.
 NC1635
 NC1635                          STATION RECOVERY (1973)
 NC1635
 NC1635'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1973 (CRM)
 NC1635'THE REFERENCE MONUMENT WAS RECOVERED AND FOUND IN GOOD CONDITION.  A
 NC1635'NEW DESCRIPTION FOLLOWS--
 NC1635'
 NC1635'THE REFERENCE MONUMENT IS LOCATED ALONG THE SOUTHEAST EDGE OF FORT
 NC1635'ERIE, ONTARIO, ON THE WEST BANK OF THE MOUTH OF THE NIAGARA RIVER,
 NC1635'AND ON NIAGARA PARKS COMMISSIONS PROPERTY.
 NC1635'
 NC1635'TO REACH THE MONUMENT FROM WHERE THE INTERNATIONAL PEACE BRIDGE,
 NC1635'WHICH CROSSES OVER THE NIAGARA RIVER, PASSES OVER NIAGARA BOULEVARD
 NC1635'IN FORT ERIE, DRIVE 0.6 MILE SOUTHWESTERLY ON THE PAVED BOULEVARD TO
 NC1635'A PARKING AREA, PICNIC TABLES, AND THE MONUMENT ON THE LEFT,
 NC1635'SOUTHEAST.
 NC1635'
 NC1635'THE REFERENCE MONUMENT IS ONE OF THE 1912 SURVEYS 2.5 FEET HIGH,
 NC1635'DOME SHAPED, CONCRETE MONUMENTS, AND IT WAS MOVED TO THE PRESENT SITE
 NC1635'IN 1941.  THE SHAFT OF THE MONUMENT HAS A DIAMETER WHICH SLOPES FROM
 NC1635'2 FEET AT THE BASE TO 1.5 FEET AT THE CROWN, WHICH HAS A RADIUS OF 9
 NC1635'INCHES.  THE MONUMENT HAS 35 CASTED INTO IT EAST SIDE, PROJECTS 2
 NC1635'FEET ABOVE GROUND SURFACE, AND RESTS ON A 3 FEET DIAMETER CONCRETE
 NC1635'BASE, WHICH IS FROM 3 TO 5 FEET LONG.
 NC1635'
 NC1635'THE SURVEY POINT IS A 3/4 INCH DIAMETER, CENTER DRILLED, BRASS PLUG,
 NC1635'WHICH IS SET IN THE TOP AND CENTER OF THE MONUMENT.  IT IS 89 FEET
 NC1635'NORTHWEST OF THE STONE SEA WALL ALONG THE RIVER BANK, AND 29 FEET
 NC1635'NORTHEAST OF THE NORTHEASTERN CONCRETE CURB OF THE PARKING AREA.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 OG0871 ***********************************************************************
 OG0871  DESIGNATION -  REF MON 5 41 ECC IWC
 OG0871  PID         -  OG0871
 OG0871  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 OG0871  COUNTRY     -  CANADA
 OG0871  NTS MAPSHEET-  NIAGARA (2020)
 OG0871
 OG0871                         *CURRENT SURVEY CONTROL
 OG0871  ______________________________________________________________________
 OG0871* NAD 83(1996) POSITION- 43 12 00.09897(N) 079 03 08.54718(W)   ADJUSTED
 OG0871* NAVD 88 ORTHO HEIGHT -    91.    (meters)      299.    (feet) SCALED
 OG0871  ______________________________________________________________________
 OG0871  GEOID HEIGHT    -        -36.641 (meters)                     EGM08
 OG0871  HORZ ORDER      -  THIRD
 OG0871
 OG0871.The positional and height information provided upon this datasheet are not
 OG0871.officially recognized by the Government of Canada, provincial governments
 OG0871.within Canada, nor are they intended to replace or substitute for them.
 OG0871.The intent of sharing this data is to allow access to positions or heights
 OG0871.recognized by the United States Government. Passive control that is used by
 OG0871.both nations may share the same or similar designations or descriptions but
 OG0871.do not share official positions or heights. The 'Station Description' may
 OG0871.originate from a Canadian 'Station Report' and if so contains information
 OG0871.licensed under the 'Open Government License - Canada'.
 OG0871
 OG0871.The horizontal coordinates were established by classical geodetic methods
 OG0871.and adjusted by the National Geodetic Survey in January 1999.
 OG0871
 OG0871.The orthometric height was scaled from a topographic map.
 OG0871
 OG0871.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0871
 OG0871.Click photographs - Photos may exist for this station.
 OG0871
 OG0871. The following values were computed from the NAD 83(1996) position.
 OG0871
 OG0871;                    North         East     Units Scale Factor Converg.
 OG0871;UTM  17      - 4,784,869.275   658,233.808   MT  0.99990801   +1 20 00.7
 OG0871
 OG0871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0871!UTM  17      -   0.99999150  x   0.99990801  =   0.99989951
 OG0871
 OG0871:                Primary Azimuth Mark                     Grid Az
 OG0871:UTM  17      -  SNOW SUB IBC                             009 44 59.5
 OG0871
 OG0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5823384869(NAD 83)
 OG0871
 OG0871|---------------------------------------------------------------------|
 OG0871| PID    Reference Object                     Distance      Geod. Az  |
 OG0871|                                                           dddmmss.s |
 OG0871| OG0867 SNOW SUB IBC                        APPROX. 0.9 KM 0110500.2 |
 OG0871| OG0789 NIAGARA ON LAKE STELLA X IBC        APPROX. 0.9 KM 0870456.1 |
 OG0871| OG0872 REF MON 5 41 IWC                      4.411 METERS 28740     |
 OG0871|---------------------------------------------------------------------|
 OG0871
 OG0871                          SUPERSEDED SURVEY CONTROL
 OG0871
 OG0871  NAD 83(1986)-  43 12 00.10549(N)    079 03 08.54706(W) AD(       ) 3
 OG0871  NAD 27      -  43 11 59.89600(N)    079 03 09.40300(W) AD(       ) 3
 OG0871
 OG0871.Superseded values are not recommended for survey control.
 OG0871
 OG0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0871.See file dsdata.pdf to determine how the superseded data were derived.
 OG0871
 OG0871_MARKER: Z = SEE DESCRIPTION
 OG0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0871
 OG0871  HISTORY     - Date     Condition        Report By
 OG0871  HISTORY     - 1912     MONUMENTED       IWC
 OG0871  HISTORY     - 1941     GOOD             IBC
 OG0871  HISTORY     - 1971     GOOD             IBC
 OG0871
 OG0871                          STATION DESCRIPTION
 OG0871
 OG0871'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1912 (JLS)
 OG0871'THE STATION IS CONSTRUCTED IN THE FORM OF THE FRUSTUM OF A CONE WITH
 OG0871'A HEMISPHERICAL TOP.  THESE MONUMENTS ARE 2-1/2 FEET HIGH, 2 FEET IN
 OG0871'DIAMETER AT THE BASE, 1-1/2 FEET IN DIAMETER AT THE TOP, AND WITH A
 OG0871'RADIUS FOR THE HEMISPHERICAL CROWN OF 9 INCHES.  THE CONCRETE
 OG0871'FOUNDATIONS EXTEND 5 FEET BELOW SURFACE EXCEPT WHERE SOLID ROCK
 OG0871'OCCURS AT A LESSER DEPTH, WHEN THE MONUMENT IS BUILT ON AND BONDED
 OG0871'TO THE ROCK BY SEVERAL IRON PINS.  EACH MONUMENT HAS ITS CENTER
 OG0871'MARKED BY A BRASS PLUG 3/4 INCH IN DIAMETER, WITH A SMALL DRILL HOLE
 OG0871'IN THE CENTER, AND EACH MONUMENT HAS A NUMBER CAST IN THE SIDE.
 OG0871
 OG0871                          STATION RECOVERY (1941)
 OG0871
 OG0871'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 OG0871'ON THE CANADIAN SIDE OF THE BOUNDARY, ABOUT 4 MILES SOUTH OF
 OG0871'NIAGARA - ON - THE - LAKE, ON A PROMINENT POINT ON THE HIGH BANK
 OG0871'OF THE WEST SHORE OF THE NIAGARA RIVER.  THE MONUMENT WAS FOUND IN
 OG0871'GOOD CONDITION.  IT IS NOT INTERVISIBLE WITH ANY OTHER MONUMENTS.  IT
 OG0871'IS INTERVISIBLE WITH MARKED TRIANGULATION STATION---STELLA-I.W.C.---
 OG0871
 OG0871                          STATION RECOVERY (1971)
 OG0871
 OG0871'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 OG0871'THE REFERENCE MONUMENT WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 OG0871'CONDITION.  TAKE THE ROAD TO THE BOY SCOUT CAMP, TAKE LEFT BY THE
 OG0871'PUMPING STATION AND GO TO THE END AT THE RIVER BANK.  THE REFERENCE
 OG0871'MONUMENT IS 150 FEET ON RIGHT SIDE OF ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 OG0884 ***********************************************************************
 OG0884  DESIGNATION -  REF MON 7 67 IBC
 OG0884  PID         -  OG0884
 OG0884  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 OG0884  COUNTRY     -  CANADA
 OG0884  NTS MAPSHEET-  NIAGARA (2020)
 OG0884
 OG0884                         *CURRENT SURVEY CONTROL
 OG0884  ______________________________________________________________________
 OG0884* NAD 83(1996) POSITION- 43 10 12.69057(N) 079 03 24.11356(W)   ADJUSTED
 OG0884* NAVD 88 ORTHO HEIGHT -   103.8   (meters)      341.    (feet) VERTCON
 OG0884  ______________________________________________________________________
 OG0884  GEOID HEIGHT    -        -36.556 (meters)                     EGM08
 OG0884  HORZ ORDER      -  THIRD
 OG0884
 OG0884.The positional and height information provided upon this datasheet are not
 OG0884.officially recognized by the Government of Canada, provincial governments
 OG0884.within Canada, nor are they intended to replace or substitute for them.
 OG0884.The intent of sharing this data is to allow access to positions or heights
 OG0884.recognized by the United States Government. Passive control that is used by
 OG0884.both nations may share the same or similar designations or descriptions but
 OG0884.do not share official positions or heights. The 'Station Description' may
 OG0884.originate from a Canadian 'Station Report' and if so contains information
 OG0884.licensed under the 'Open Government License - Canada'.
 OG0884
 OG0884.The horizontal coordinates were established by classical geodetic methods
 OG0884.and adjusted by the National Geodetic Survey in January 1999.
 OG0884
 OG0884.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0884
 OG0884.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0884
 OG0884.Click photographs - Photos may exist for this station.
 OG0884
 OG0884. The following values were computed from the NAD 83(1996) position.
 OG0884
 OG0884;                    North         East     Units Scale Factor Converg.
 OG0884;UTM  17      - 4,781,547.674   657,959.437   MT  0.99990694   +1 19 47.3
 OG0884
 OG0884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0884!UTM  17      -   0.99998945  x   0.99990694  =   0.99989639
 OG0884
 OG0884:                Primary Azimuth Mark                     Grid Az
 OG0884:UTM  17      -  REF MON 8 41                             130 19 02.2
 OG0884
 OG0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5795981547(NAD 83)
 OG0884
 OG0884|---------------------------------------------------------------------|
 OG0884| PID    Reference Object                     Distance      Geod. Az  |
 OG0884|                                                           dddmmss.s |
 OG0884| OG0791 REF MON 8 41                        APPROX. 1.3 KM 1313849.5 |
 OG0884|---------------------------------------------------------------------|
 OG0884
 OG0884                          SUPERSEDED SURVEY CONTROL
 OG0884
 OG0884  NAD 83(1986)-  43 10 12.69655(N)    079 03 24.11195(W) AD(       ) 3
 OG0884  NAD 27      -  43 10 12.49851(N)    079 03 24.95081(W) AD(       ) 3
 OG0884  NGVD 29 (07/19/86)  104.0    (m)          341.     (f) VERT ANG       
 OG0884
 OG0884.Superseded values are not recommended for survey control.
 OG0884
 OG0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0884.See file dsdata.pdf to determine how the superseded data were derived.
 OG0884
 OG0884_MARKER: DD = SURVEY DISK
 OG0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0884+STABILITY: SURFACE MOTION
 OG0884
 OG0884  HISTORY     - Date     Condition        Report By
 OG0884  HISTORY     - 1967     MONUMENTED       IBC
 OG0884  HISTORY     - 1973     GOOD             IBC
 OG0884
 OG0884                          STATION DESCRIPTION
 OG0884
 OG0884'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1967 (HGD)
 OG0884'ON THE CANADIAN SIDE OF NIAGARA RIVER ABOUT THREE - EIGHTS MILE
 OG0884'NORTH OF QUEENSTON, ONTARIO, LOCATED IN A ROCK GARDEN BEHIND A LARGE
 OG0884'BRICK HOUSE OWNED BY SAMUEL WEIR.  THE HOUSE IS DIRECTLY ACROSS THE
 OG0884'STREET FROM AN ORNAMENTAL MONUMENT ERECTED IN HONOUR OF SOLDIERS WHO
 OG0884'SERVED IN WORLD WARS I AND II.  THE MONUMENT IS SET FLUSH WITH THE
 OG0884'GROUND WITH A TRIANGULATION TABLET IN THE CENTER OF THE TOP.  IT IS
 OG0884'39.4 FEET FROM THE SOUTHEASTERN MOST CORNER OF THE HOUSE AND 47.2
 OG0884'FEET FROM THE CORNER OF THE PORCH.
 OG0884
 OG0884                          STATION RECOVERY (1973)
 OG0884
 OG0884'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1973 (CRM)
 OG0884'STATION RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 SF0824 ***********************************************************************
 SF0824  DESIGNATION -  REF MON C125 IBC
 SF0824  PID         -  SF0824
 SF0824  STATE/COUNTY-  PQ/TEMISCOUATA
 SF0824  COUNTRY     -  CANADA
 SF0824  NTS MAPSHEET-  ESTCOURT (2020)
 SF0824
 SF0824                         *CURRENT SURVEY CONTROL
 SF0824  ______________________________________________________________________
 SF0824* NAD 83(1996) POSITION- 47 18 01.48715(N) 069 03 00.52099(W)   ADJUSTED
 SF0824* NAVD 88 ORTHO HEIGHT -   175.    (meters)      574.    (feet) SCALED
 SF0824  ______________________________________________________________________
 SF0824  GEOID HEIGHT    -        -26.022 (meters)                     EGM08
 SF0824  HORZ ORDER      -  THIRD
 SF0824
 SF0824.The positional and height information provided upon this datasheet are not
 SF0824.officially recognized by the Government of Canada, provincial governments
 SF0824.within Canada, nor are they intended to replace or substitute for them.
 SF0824.The intent of sharing this data is to allow access to positions or heights
 SF0824.recognized by the United States Government. Passive control that is used by
 SF0824.both nations may share the same or similar designations or descriptions but
 SF0824.do not share official positions or heights. The 'Station Description' may
 SF0824.originate from a Canadian 'Station Report' and if so contains information
 SF0824.licensed under the 'Open Government License - Canada'.
 SF0824
 SF0824.The horizontal coordinates were established by classical geodetic methods
 SF0824.and adjusted by the National Geodetic Survey in March 1998.
 SF0824
 SF0824.The orthometric height was scaled from a topographic map.
 SF0824
 SF0824.Significant digits in the geoid height do not necessarily reflect accuracy.
 SF0824
 SF0824.Click photographs - Photos may exist for this station.
 SF0824
 SF0824. The following values were computed from the NAD 83(1996) position.
 SF0824
 SF0824;                    North         East     Units Scale Factor Converg.
 SF0824;UTM  19      - 5,238,550.027   496,209.140   MT  0.99960018   -0 02 12.7
 SF0824
 SF0824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF0824!UTM  19      -   0.99997667  x   0.99960018  =   0.99957686
 SF0824
 SF0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN9620938550(NAD 83)
 SF0824
 SF0824|---------------------------------------------------------------------|
 SF0824| PID    Reference Object                     Distance      Geod. Az  |
 SF0824|                                                           dddmmss.s |
 SF0824| SF0819 C154 IBC                            376.649 METERS 00434     |
 SF0824| SF0842 C152 IBC                            271.718 METERS 20536     |
 SF0824| SF0847 REF MON S131 IBC                    229.355 METERS 23218     |
 SF0824| SF0848 S161 IBC                            202.464 METERS 29527     |
 SF0824|---------------------------------------------------------------------|
 SF0824
 SF0824                          SUPERSEDED SURVEY CONTROL
 SF0824
 SF0824  NAD 83(1992)-  47 18 01.47553(N)    069 03 00.52337(W) AD(       ) 3
 SF0824  NAD 83(1986)-  47 18 01.48466(N)    069 03 00.52132(W) AD(       ) 3
 SF0824  NAD 27      -  47 18 01.35000(N)    069 03 02.38600(W) AD(       ) 3
 SF0824
 SF0824.Superseded values are not recommended for survey control.
 SF0824
 SF0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF0824.See file dsdata.pdf to determine how the superseded data were derived.
 SF0824
 SF0824_MARKER: Z = SEE DESCRIPTION
 SF0824_SETTING: 0 = UNSPECIFIED SETTING
 SF0824_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF0824
 SF0824  HISTORY     - Date     Condition        Report By
 SF0824  HISTORY     - 1911     MONUMENTED       IBC
 SF0824  HISTORY     - 1939     POOR             IBC
 SF0824  HISTORY     - 1962     GOOD             IBC
 SF0824
 SF0824                          STATION DESCRIPTION
 SF0824
 SF0824'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF0824'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF0824'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF0824'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF0824'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF0824'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF0824'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF0824'THE POST.
 SF0824
 SF0824                          STATION RECOVERY (1939)
 SF0824
 SF0824'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1939 (DFC)
 SF0824'THE CONCRETE POST OF THIS MONUMENT, WHICH IS ON THE NEW
 SF0824'BRUNSWICK - QUEBEC BOUNDARY LINE, HAD BEEN BROKEN.  IT WAS REPAIRED
 SF0824'BY A PARTY OF THE INTERPROVINCIAL BOUNDARY SURVEY.
 SF0824
 SF0824                          STATION RECOVERY (1962)
 SF0824
 SF0824'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF0824'STATION RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 SF1028 ***********************************************************************
 SF1028  DESIGNATION -  REF MON C176 IBC
 SF1028  PID         -  SF1028
 SF1028  STATE/COUNTY-  PQ/TEMISCOUATA
 SF1028  COUNTRY     -  CANADA
 SF1028  NTS MAPSHEET-  ESTCOURT (2020)
 SF1028
 SF1028                         *CURRENT SURVEY CONTROL
 SF1028  ______________________________________________________________________
 SF1028* NAD 83(1996) POSITION- 47 27 46.67134(N) 069 13 16.48007(W)   ADJUSTED
 SF1028* NAVD 88 ORTHO HEIGHT -   259.    (meters)      850.    (feet) SCALED
 SF1028  ______________________________________________________________________
 SF1028  GEOID HEIGHT    -        -26.288 (meters)                     EGM08
 SF1028  HORZ ORDER      -  THIRD
 SF1028
 SF1028.The positional and height information provided upon this datasheet are not
 SF1028.officially recognized by the Government of Canada, provincial governments
 SF1028.within Canada, nor are they intended to replace or substitute for them.
 SF1028.The intent of sharing this data is to allow access to positions or heights
 SF1028.recognized by the United States Government. Passive control that is used by
 SF1028.both nations may share the same or similar designations or descriptions but
 SF1028.do not share official positions or heights. The 'Station Description' may
 SF1028.originate from a Canadian 'Station Report' and if so contains information
 SF1028.licensed under the 'Open Government License - Canada'.
 SF1028
 SF1028.The horizontal coordinates were established by classical geodetic methods
 SF1028.and adjusted by the National Geodetic Survey in March 1998.
 SF1028
 SF1028.The orthometric height was scaled from a topographic map.
 SF1028
 SF1028.Significant digits in the geoid height do not necessarily reflect accuracy.
 SF1028
 SF1028.Click photographs - Photos may exist for this station.
 SF1028
 SF1028. The following values were computed from the NAD 83(1996) position.
 SF1028
 SF1028;                    North         East     Units Scale Factor Converg.
 SF1028;UTM  19      - 5,256,637.460   483,325.609   MT  0.99960342   -0 09 46.9
 SF1028
 SF1028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SF1028!UTM  19      -   0.99996355  x   0.99960342  =   0.99956698
 SF1028
 SF1028:                Primary Azimuth Mark                     Grid Az
 SF1028:UTM  19      -  MONUMENT 187 IBC                         215 04 37.8
 SF1028
 SF1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDN8332556637(NAD 83)
 SF1028
 SF1028|---------------------------------------------------------------------|
 SF1028| PID    Reference Object                     Distance      Geod. Az  |
 SF1028|                                                           dddmmss.s |
 SF1028| SF1030 MONUMENT 178 IBC                    459.683 METERS 2145446.2 |
 SF1028| SF1069 MONUMENT 187 IBC                    APPROX. 9.8 KM 2145450.9 |
 SF1028|---------------------------------------------------------------------|
 SF1028
 SF1028                          SUPERSEDED SURVEY CONTROL
 SF1028
 SF1028  NAD 83(1992)-  47 27 46.64365(N)    069 13 16.47952(W) AD(       ) 3
 SF1028  NAD 83(1986)-  47 27 46.65034(N)    069 13 16.47645(W) AD(       ) 3
 SF1028  NAD 27      -  47 27 46.56600(N)    069 13 18.33300(W) AD(       ) 3
 SF1028
 SF1028.Superseded values are not recommended for survey control.
 SF1028
 SF1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SF1028.See file dsdata.pdf to determine how the superseded data were derived.
 SF1028
 SF1028_MARKER: Z = SEE DESCRIPTION
 SF1028_SETTING: 0 = UNSPECIFIED SETTING
 SF1028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SF1028
 SF1028  HISTORY     - Date     Condition        Report By
 SF1028  HISTORY     - 1911     MONUMENTED       IBC
 SF1028  HISTORY     - 1939     POOR             IBC
 SF1028  HISTORY     - 1962     POOR             IBC
 SF1028
 SF1028                          STATION DESCRIPTION
 SF1028
 SF1028'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1911 (BF)
 SF1028'THE STATION IS MARKED BY A CONCRETE OR GRANITE BLOCK, 10 INCHES
 SF1028'SQUARE, PROJECTING 8 TO 18 INCHES ABOVE A 3 FOOT SQUARE CONCRETE BASE
 SF1028'OR A 2 - INCH SQUARE BRONZE POST THAT IS 8 INCHES HIGH.  THE TOP
 SF1028'1 - 1/2 INCHES OF THE POST SLOPE INTO A 1 - INCH SQUARE FLAT TOP.
 SF1028'---REF. MK.,--- ---INT. BDRY.---AND---CANADA---OR---U.S.---ARE CAST
 SF1028'IN THE SIDE OF THE POST.  THE DESIGNATION IS DRILLED IN ONE SIDE OF
 SF1028'THE POST.
 SF1028
 SF1028                          STATION RECOVERY (1939)
 SF1028
 SF1028'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1939 (DFC)
 SF1028'FOUND WITH CORNERS OF BASE BROKEN.  REPAIRS CONSISTED OF BUILDING UP
 SF1028'THE CORNERS WITH NEW CONCRETE.
 SF1028
 SF1028                          STATION RECOVERY (1962)
 SF1028
 SF1028'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1962 (NWS)
 SF1028'STATION RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 TY5256 ***********************************************************************
 TY5256  DESIGNATION -  RIMOUSKI
 TY5256  PID         -  TY5256
 TY5256  STATE/COUNTY-  PQ/RIMOUSKI NEIGETTE
 TY5256  COUNTRY     -  CANADA
 TY5256  NTS MAPSHEET-  RIMOUSKI (2020)
 TY5256
 TY5256                         *CURRENT SURVEY CONTROL
 TY5256  ______________________________________________________________________
 TY5256* NAD 83(2011) POSITION- 48 28 39.73513(N) 068 30 38.88355(W)   ADJUSTED
 TY5256* NAD 83(2011) ELLIP HT-   -21.191 (meters)        (06/27/12)   ADJUSTED
 TY5256* NAD 83(2011) EPOCH   -  2010.00
 TY5256* NAVD 88 ORTHO HEIGHT -     5.0   (meters)       16.    (feet) GPS OBS
 TY5256  ______________________________________________________________________
 TY5256  NAVD 88 orthometric height was determined with geoid model    GEOID96
 TY5256  GEOID HEIGHT    -        -26.130 (meters)                     GEOID96
 TY5256  GEOID HEIGHT    -        -26.581 (meters)                     EGM08
 TY5256  NAD 83(2011) X  -  1,551,786.030 (meters)                     COMP
 TY5256  NAD 83(2011) Y  - -3,941,617.202 (meters)                     COMP
 TY5256  NAD 83(2011) Z  -  4,752,238.573 (meters)                     COMP
 TY5256
 TY5256  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 TY5256  Standards:
 TY5256         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 TY5256            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 TY5256  -------------------------------------------------------------------
 TY5256  NETWORK    0.30   0.88           0.14   0.10   0.45      0.06620169
 TY5256  -------------------------------------------------------------------
 TY5256  Click here for local accuracies and other accuracy information.
 TY5256
 TY5256.The positional and height information provided upon this datasheet are not
 TY5256.officially recognized by the Government of Canada, provincial governments
 TY5256.within Canada, nor are they intended to replace or substitute for them.
 TY5256.The intent of sharing this data is to allow access to positions or heights
 TY5256.recognized by the United States Government. Passive control that is used by
 TY5256.both nations may share the same or similar designations or descriptions but
 TY5256.do not share official positions or heights. The 'Station Description' may
 TY5256.originate from a Canadian 'Station Report' and if so contains information
 TY5256.licensed under the 'Open Government License - Canada'.
 TY5256
 TY5256.The horizontal coordinates were established by GPS observations
 TY5256.and adjusted by the National Geodetic Survey in June 2012.
 TY5256
 TY5256.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 TY5256.been affixed to the stable North American tectonic plate. See 
 TY5256.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 TY5256
 TY5256.The horizontal coordinates are valid at the epoch date displayed above
 TY5256.which is a decimal equivalence of Year/Month/Day.
 TY5256
 TY5256.The orthometric height was determined by GPS observations and a
 TY5256.high-resolution geoid model.
 TY5256
 TY5256.Significant digits in the geoid height do not necessarily reflect accuracy.
 TY5256
 TY5256.Click photographs - Photos may exist for this station.
 TY5256
 TY5256.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TY5256
 TY5256.The ellipsoidal height was determined by GPS observations
 TY5256.and is referenced to NAD 83.
 TY5256
 TY5256. The following values were computed from the NAD 83(2011) position.
 TY5256
 TY5256;                    North         East     Units Scale Factor Converg.
 TY5256;UTM  19      - 5,369,512.837   536,153.829   MT  0.99961606   +0 21 58.6
 TY5256
 TY5256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TY5256!UTM  19      -   1.00000332  x   0.99961606  =   0.99961938
 TY5256
 TY5256_U.S. NATIONAL GRID SPATIAL ADDRESS: 19UEP3615369512(NAD 83)
 TY5256
 TY5256                          SUPERSEDED SURVEY CONTROL
 TY5256
 TY5256  NAD 83(2007)-  48 28 39.73565(N)    068 30 38.88435(W) AD(2002.00) 0
 TY5256  ELLIP H (02/10/07)  -21.187  (m)                       GP(2002.00)    
 TY5256  NAD 83(1997)-  48 28 39.73615(N)    068 30 38.88445(W) AD(       ) A
 TY5256  ELLIP H (05/25/99)  -21.191  (m)                       GP(       ) 3 1
 TY5256
 TY5256.Superseded values are not recommended for survey control.
 TY5256
 TY5256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TY5256.See file dsdata.pdf to determine how the superseded data were derived.
 TY5256
 TY5256_MARKER: DD = SURVEY DISK
 TY5256_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TY5256_SP_SET: SEAWALL
 TY5256_STAMPING: 1976 8096
 TY5256_MARK LOGO: CHS
 TY5256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TY5256+STABILITY: SURFACE MOTION
 TY5256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TY5256+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2015
 TY5256
 TY5256  HISTORY     - Date     Condition        Report By
 TY5256  HISTORY     - 1976     MONUMENTED       CHS
 TY5256  HISTORY     - 20150831 GOOD             CADNR
 TY5256
 TY5256                          STATION DESCRIPTION
 TY5256
 TY5256'DESCRIBED BY CANADIAN DEPT NAT RES 2015 (RJS)
 TY5256'RIMOUSKI.  IN THE TOP OF THE SEAWALL EAST OF WHARF, BETWEEN FENCE AND
 TY5256'OUTSIDE FACE OF WALL, 0.3 KM (0.2 MI) EAST OF TRAFFIC LIGHT AT
 TY5256'INTERSECTION OF HIGHWAY 132 AND ROAD TO WHARF, 2.4 KM (1.5 MI) WEST OF
 TY5256'THE JUNCTION OF HIGHWAY 132 AND RICHELIEU AVENUE, 57.0 M (187.0 FT)
 TY5256'EAST OF EAST EDGE OF WALL, 3.2 M (10.5 FT) NORTH OF SECOND LAMP POST
 TY5256'FROM EAST SIDE OF WHARF, 8.0 M (26.2 FT) NORTH OF THE CENTERLINE OF
 TY5256'WEST HIGHWAY 132.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 OG0882 ***********************************************************************
 OG0882  DESIGNATION -  ROOT SUB IBC
 OG0882  PID         -  OG0882
 OG0882  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 OG0882  COUNTRY     -  CANADA
 OG0882  NTS MAPSHEET-  NIAGARA (2020)
 OG0882
 OG0882                         *CURRENT SURVEY CONTROL
 OG0882  ______________________________________________________________________
 OG0882* NAD 83(1996) POSITION- 43 11 17.27919(N) 079 03 23.05776(W)   ADJUSTED
 OG0882* NAVD 88 ORTHO HEIGHT -    91.    (meters)      299.    (feet) SCALED
 OG0882  ______________________________________________________________________
 OG0882  GEOID HEIGHT    -        -36.608 (meters)                     EGM08
 OG0882  HORZ ORDER      -  THIRD
 OG0882
 OG0882.The positional and height information provided upon this datasheet are not
 OG0882.officially recognized by the Government of Canada, provincial governments
 OG0882.within Canada, nor are they intended to replace or substitute for them.
 OG0882.The intent of sharing this data is to allow access to positions or heights
 OG0882.recognized by the United States Government. Passive control that is used by
 OG0882.both nations may share the same or similar designations or descriptions but
 OG0882.do not share official positions or heights. The 'Station Description' may
 OG0882.originate from a Canadian 'Station Report' and if so contains information
 OG0882.licensed under the 'Open Government License - Canada'.
 OG0882
 OG0882.The horizontal coordinates were established by classical geodetic methods
 OG0882.and adjusted by the National Geodetic Survey in January 1999.
 OG0882
 OG0882.The orthometric height was scaled from a topographic map.
 OG0882
 OG0882.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0882
 OG0882.Click photographs - Photos may exist for this station.
 OG0882
 OG0882. The following values were computed from the NAD 83(1996) position.
 OG0882
 OG0882;                    North         East     Units Scale Factor Converg.
 OG0882;UTM  17      - 4,783,540.714   657,937.009   MT  0.99990686   +1 19 49.7
 OG0882
 OG0882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0882!UTM  17      -   0.99999150  x   0.99990686  =   0.99989836
 OG0882
 OG0882:                Primary Azimuth Mark                     Grid Az
 OG0882:UTM  17      -  STELLA ECC IBC                           031 57 32.7
 OG0882
 OG0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5793783540(NAD 83)
 OG0882
 OG0882|---------------------------------------------------------------------|
 OG0882| PID    Reference Object                     Distance      Geod. Az  |
 OG0882|                                                           dddmmss.s |
 OG0882| OG0876 GYPSY SUB ECC IBC                   439.853 METERS 0214839.9 |
 OG0882| OG0848 STELLA ECC IBC                      APPROX. 1.6 KM 0331722.4 |
 OG0882| OG0789 NIAGARA ON LAKE STELLA X IBC        APPROX. 1.9 KM 0423058.0 |
 OG0882|---------------------------------------------------------------------|
 OG0882
 OG0882                          SUPERSEDED SURVEY CONTROL
 OG0882
 OG0882  NAD 83(1986)-  43 11 17.28552(N)    079 03 23.05737(W) AD(       ) 3
 OG0882  NAD 27      -  43 11 17.07776(N)    079 03 23.90680(W) AD(       ) 3
 OG0882
 OG0882.Superseded values are not recommended for survey control.
 OG0882
 OG0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0882.See file dsdata.pdf to determine how the superseded data were derived.
 OG0882
 OG0882_MARKER: DD = SURVEY DISK
 OG0882_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OG0882_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0882
 OG0882  HISTORY     - Date     Condition        Report By
 OG0882  HISTORY     - 1941     MONUMENTED       IBC
 OG0882  HISTORY     - 1971     MARK NOT FOUND   IBC
 OG0882
 OG0882                          STATION DESCRIPTION
 OG0882
 OG0882'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1941 (SGH)
 OG0882'ON THE CANADIAN SIDE OF THE NIAGARA RIVER ABOUT 1-1/2 MILES NORTH OF
 OG0882'QUEENSTON, ONTARIO, AND 5/8 MILE NORTH OF ACORN POINT.  THE STATION
 OG0882'IS ON A FLAT SPACE ABOUT 6 FEET WIDE BETWEEN THE STEEP BANK AND THE
 OG0882'GRAVEL SHORE OF THE RIVER.  IT IS 16 FEET SOUTH OF A CAIRN, 2 FEET
 OG0882'WIDE, 3 FEET LONG, AND 2-1/2 FEET HIGH, ON THE SAME FLAT SPACE.
 OG0882'
 OG0882'STATION MARK, AN IBC STANDARD BRONZE - DISK STATION MARK SET 2 INCHES
 OG0882'ABOVE THE SURFACE OF THE GROUND IN THE TOP OF A CYLINDER OF CONCRETE
 OG0882'1 FOOT IN DIAMETER AND 1-1/2 FEET IN DEPTH.  THE SUBSURFACE MARK IS
 OG0882'A BRASS SCREW CEMENTED IN A DRILL HOLE IN BEDROCK 1-1/2 FEET
 OG0882'UNDERGROUND.
 OG0882
 OG0882                          STATION RECOVERY (1971)
 OG0882
 OG0882'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 OG0882'STATION SEARCHED FOR BUT NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 OG1054 ***********************************************************************
 OG1054  DESIGNATION -  ROPE SUB
 OG1054  PID         -  OG1054
 OG1054  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 OG1054  COUNTRY     -  CANADA
 OG1054  NTS MAPSHEET-  NIAGARA (2020)
 OG1054
 OG1054                         *CURRENT SURVEY CONTROL
 OG1054  ______________________________________________________________________
 OG1054* NAD 83(1996) POSITION- 43 05 58.94090(N) 079 03 50.33966(W)   ADJUSTED
 OG1054* NAVD 88 ORTHO HEIGHT -   152.    (meters)      499.    (feet) SCALED
 OG1054  ______________________________________________________________________
 OG1054  GEOID HEIGHT    -        -36.363 (meters)                     EGM08
 OG1054  HORZ ORDER      -  THIRD
 OG1054
 OG1054.The positional and height information provided upon this datasheet are not
 OG1054.officially recognized by the Government of Canada, provincial governments
 OG1054.within Canada, nor are they intended to replace or substitute for them.
 OG1054.The intent of sharing this data is to allow access to positions or heights
 OG1054.recognized by the United States Government. Passive control that is used by
 OG1054.both nations may share the same or similar designations or descriptions but
 OG1054.do not share official positions or heights. The 'Station Description' may
 OG1054.originate from a Canadian 'Station Report' and if so contains information
 OG1054.licensed under the 'Open Government License - Canada'.
 OG1054
 OG1054.The horizontal coordinates were established by classical geodetic methods
 OG1054.and adjusted by the National Geodetic Survey in January 1999.
 OG1054
 OG1054.The orthometric height was scaled from a topographic map.
 OG1054
 OG1054.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG1054
 OG1054.Click photographs - Photos may exist for this station.
 OG1054
 OG1054. The following values were computed from the NAD 83(1996) position.
 OG1054
 OG1054;                    North         East     Units Scale Factor Converg.
 OG1054;UTM  17      - 4,773,706.118   657,548.180   MT  0.99990535   +1 19 23.1
 OG1054
 OG1054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG1054!UTM  17      -   0.99998189  x   0.99990535  =   0.99988724
 OG1054
 OG1054:                Primary Azimuth Mark                     Grid Az
 OG1054:UTM  17      -  NIAGARA FALLS UNIT OFF BLDG FP           172 29 08.8
 OG1054
 OG1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5754873706(NAD 83)
 OG1054
 OG1054|---------------------------------------------------------------------|
 OG1054| PID    Reference Object                     Distance      Geod. Az  |
 OG1054|                                                           dddmmss.s |
 OG1054| OG0974 GIANT SUB IBC                       363.155 METERS 13339     |
 OG1054| OG0907 NIAGARA FALLS UNIT OFF BLDG FP      APPROX. 1.6 KM 1734831.9 |
 OG1054| DA2006 ROPE SUB RM 1                        11.430 METERS 32442     |
 OG1054| DA2007 ROPE SUB RM 2                        13.868 METERS 35349     |
 OG1054|---------------------------------------------------------------------|
 OG1054
 OG1054                          SUPERSEDED SURVEY CONTROL
 OG1054
 OG1054  NAD 83(1986)-  43 05 58.94664(N)    079 03 50.33743(W) AD(       ) 3
 OG1054  NAD 27      -  43 05 58.74643(N)    079 03 51.17394(W) AD(       ) 3
 OG1054
 OG1054.Superseded values are not recommended for survey control.
 OG1054
 OG1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG1054.See file dsdata.pdf to determine how the superseded data were derived.
 OG1054
 OG1054_MARKER: DD = SURVEY DISK
 OG1054_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OG1054
 OG1054  HISTORY     - Date     Condition        Report By
 OG1054  HISTORY     - 1941     MONUMENTED       IBC
 OG1054  HISTORY     - 1971     GOOD             IBC
 OG1054
 OG1054                          STATION DESCRIPTION
 OG1054
 OG1054'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 OG1054'ON THE CANADIAN SIDE OF THE NIAGARA RIVER ABOUT ONE MILE NORTH OF
 OG1054'THE AMERICAN FALLS ON THE TOP OF THE HIGH CLIFF OVERLOOKING THE RIVER
 OG1054'AND ABOUT 5 FEET FROM THE EDGE.  THE STATION IS ON THE OUTSIDE OF THE
 OG1054'WALL WHICH RUNS ALONG THE EAST SIDE OF RIVER ROAD AND IS SITUATED AT
 OG1054'A POINT ABOUT 160 FEET FROM THE END OF SENECA STREET AND 240 FEET
 OG1054'FROM THE END OF OTTER STREET, NIAGARA FALLS, ONTARIO.
 OG1054'
 OG1054'STATION MARK, AN IBC STANDARD BRONZE - DISK STATION MARK SET FLUSH
 OG1054'WITH THE SURFACE OF THE GROUND IN THE TOP OF A CYLINDER OF CONCRETE
 OG1054'8 INCHES IN DIAMETER AND 16 INCHES IN DEPTH.  THE SUBSURFACE MARK IS
 OG1054'A BRASS SCREW CEMENTED 16 INCHES UNDERGROUND IN A DEPRESSION IN THE
 OG1054'ROCK.  THERE ARE TWO REFERENCES.  NO 1 IS A PUNCH HOLE IN THE COPING
 OG1054'OF THE WALL AT A POINT DIRECTLY ABOVE A 1 - INCH DRILL HOLE WHICH IS
 OG1054'2.1 FEET ABOVE THE SURFACE OF THE SIDEWALK.  THE LINE FROM THE
 OG1054'REFERENCE TO THE STATION MAKES A RIGHT ANGLE WITH THE RIVER.  NO 2 IS
 OG1054'A SIMILAR MARK DIRECTLY ABOVE ANOTHER 1 - INCH DRILL HOLE SITUATED
 OG1054'2.1 FEET ABOVE THE SURFACE OF THE SIDEWALK.  THIS REFERENCE IS ON
 OG1054'THE OPPOSITE SIDE OF THE STATION FROM THE UNITED OFFICE BUILDING IN
 OG1054'NIAGARA FALLS, NEW YORK, AND ON LINE WITH THE TWO.
 OG1054
 OG1054                          STATION RECOVERY (1971)
 OG1054
 OG1054'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 OG1054'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 OG1054'IT IS ACROSS THE STREET FROM HOUSE NO 5127, 33 FEET SOUTHEAST OF THE
 OG1054'WALL ALONG THE EAST SIDE OF A SIDEWALK AND 4 FEET SOUTHEAST OF A
 OG1054'STEEL, WITNESS POST WITH METAL SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 OG0826 ***********************************************************************
 OG0826  DESIGNATION -  ROSE SUB
 OG0826  PID         -  OG0826
 OG0826  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 OG0826  COUNTRY     -  CANADA
 OG0826  NTS MAPSHEET-  NIAGARA (2020)
 OG0826
 OG0826                         *CURRENT SURVEY CONTROL
 OG0826  ______________________________________________________________________
 OG0826* NAD 83(1996) POSITION- 43 12 25.29360(N) 079 03 33.79096(W)   ADJUSTED
 OG0826* NAVD 88 ORTHO HEIGHT -    91.    (meters)      299.    (feet) SCALED
 OG0826  ______________________________________________________________________
 OG0826  GEOID HEIGHT    -        -36.664 (meters)                     EGM08
 OG0826  HORZ ORDER      -  THIRD
 OG0826
 OG0826.The positional and height information provided upon this datasheet are not
 OG0826.officially recognized by the Government of Canada, provincial governments
 OG0826.within Canada, nor are they intended to replace or substitute for them.
 OG0826.The intent of sharing this data is to allow access to positions or heights
 OG0826.recognized by the United States Government. Passive control that is used by
 OG0826.both nations may share the same or similar designations or descriptions but
 OG0826.do not share official positions or heights. The 'Station Description' may
 OG0826.originate from a Canadian 'Station Report' and if so contains information
 OG0826.licensed under the 'Open Government License - Canada'.
 OG0826
 OG0826.The horizontal coordinates were established by classical geodetic methods
 OG0826.and adjusted by the National Geodetic Survey in January 1999.
 OG0826
 OG0826.The orthometric height was scaled from a topographic map.
 OG0826
 OG0826.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0826
 OG0826.Click photographs - Photos may exist for this station.
 OG0826
 OG0826. The following values were computed from the NAD 83(1996) position.
 OG0826
 OG0826;                    North         East     Units Scale Factor Converg.
 OG0826;UTM  17      - 4,785,633.265   657,646.066   MT  0.99990572   +1 19 44.0
 OG0826
 OG0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0826!UTM  17      -   0.99999151  x   0.99990572  =   0.99989723
 OG0826
 OG0826:                Primary Azimuth Mark                     Grid Az
 OG0826:UTM  17      -  JACK SUB                                 359 51 16.3
 OG0826
 OG0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5764685633(NAD 83)
 OG0826
 OG0826|---------------------------------------------------------------------|
 OG0826| PID    Reference Object                     Distance      Geod. Az  |
 OG0826|                                                           dddmmss.s |
 OG0826| OG0823 JACK SUB                            APPROX. 1.2 KM 0011100.3 |
 OG0826| OG0789 NIAGARA ON LAKE STELLA X IBC        APPROX. 1.7 KM 1155947.7 |
 OG0826| DA2008 ROSE SUB RM 1                        30.891 METERS 21313     |
 OG0826| DA2009 ROSE SUB RM 2                        25.780 METERS 25841     |
 OG0826|---------------------------------------------------------------------|
 OG0826
 OG0826                          SUPERSEDED SURVEY CONTROL
 OG0826
 OG0826  NAD 83(1986)-  43 12 25.29988(N)    079 03 33.79083(W) AD(       ) 3
 OG0826  NAD 27      -  43 12 25.09000(N)    079 03 34.64300(W) AD(       ) 3
 OG0826
 OG0826.Superseded values are not recommended for survey control.
 OG0826
 OG0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0826.See file dsdata.pdf to determine how the superseded data were derived.
 OG0826
 OG0826_MARKER: DD = SURVEY DISK
 OG0826_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OG0826
 OG0826  HISTORY     - Date     Condition        Report By
 OG0826  HISTORY     - 1941     MONUMENTED       IBC
 OG0826  HISTORY     - 1971     GOOD             IBC
 OG0826
 OG0826                          STATION DESCRIPTION
 OG0826
 OG0826'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 OG0826'ON THE CANADIAN SIDE OF THE NIAGARA RIVER ABOUT 1-1/4 MILES SOUTH OF
 OG0826'POINT ELINOR.  THE STATION IS ABOUT 100 FEET EAST OF THE MACADAM
 OG0826'HIGHWAY WHICH RUNS ALONG THE RIVER AND ABOUT 150 FEET WEST OF THE
 OG0826'WATERS EDGE.  IT IS ABOUT 75 FEET EAST OF A ROADWAY LEADING NORTH
 OG0826'FROM THE HIGHWAY TO THE RIVER.  THE STATION IS ON THE SLOPE WHICH
 OG0826'RUNS FROM THE HIGHWAY TO A MARSH AT THE WATERS EDGE.  IT IS ABOUT 300
 OG0826'FEET FROM THE SOUTHERN END OF A ROW OF 10 - INCH SPRUCE TREES
 OG0826'EXTENDING FOR A DISTANCE OF ABOUT 800 FEET ALONG THE WEST SIDE OF
 OG0826'THE HIGHWAY.
 OG0826'
 OG0826'STATION MARK, AN IBC STANDARD BRONZE - DISK STATION MARK SET FLUSH
 OG0826'WITH THE SURFACE OF THE GROUND IN THE TOP OF A CYLINDER OF CONCRETE
 OG0826'6 INCHES IN DIAMETER AND 2 FEET IN DEPTH.  THE SUBSURFACE MARK IS A
 OG0826'BRASS SCREW SET 2 FEET UNDERGROUND IN THE TOP OF A CYLINDER OF
 OG0826'CONCRETE 8 INCHES IN DIAMETER AND 10 INCHES IN DEPTH.  THERE ARE TWO
 OG0826'REFERENCES.  NO 1, 21 FEET NORTHEAST OF THE HIGHWAY, IS AN IBC
 OG0826'STANDARD BRONZE - DISK REFERENCE MARK SET FLUSH WITH THE SURFACE OF
 OG0826'THE GROUND IN THE TOP OF A CYLINDER OF CONCRETE 8 INCHES IN DIAMETER
 OG0826'AND 2-1/2 FEET IN DEPTH.  NO 2, 28 FEET NORTH EAST OF THE HIGHWAY,
 OG0826'IS AN IBC STANDARD BRONZE - DISK STATION MARK CEMENTED IN A 6 BY 6
 OG0826'INCH GRANITE ROCK WHICH PROJECTS 1 INCH ABOVE THE SURFACE OF THE
 OG0826'GROUND.  BOTH REFERENCES HAVE ARROWS POINTING TOWARD THE STATION.
 OG0826
 OG0826                          STATION RECOVERY (1971)
 OG0826
 OG0826'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 OG0826'THE STATION AND REFERENCE NO 1 WERE RECOVERED AND FOUND IN GOOD
 OG0826'CONDITION.  REFERENCE NO 2 WAS NOT RECOVERED.  THE STATION IS 77
 OG0826'FEET NORTHEAST OF A STEEL, WITNESS POST WITH METAL SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2313 ***********************************************************************
 PG2313  DESIGNATION -  ROUND TOP
 PG2313  PID         -  PG2313
 PG2313  STATE/COUNTY-  PQ/BROME MISSISQUOI
 PG2313  COUNTRY     -  CANADA
 PG2313  NTS MAPSHEET-  COWANSVILLE (2020)
 PG2313
 PG2313                         *CURRENT SURVEY CONTROL
 PG2313  ______________________________________________________________________
 PG2313* NAD 83(1996) POSITION- 45 04 51.16134(N) 072 32 47.22919(W)   ADJUSTED
 PG2313* NAVD 88 ORTHO HEIGHT -   960.    (meters)     3150.    (feet) SCALED
 PG2313  ______________________________________________________________________
 PG2313  GEOID HEIGHT    -        -28.524 (meters)                     EGM08
 PG2313  HORZ ORDER      -  SECOND
 PG2313
 PG2313.The positional and height information provided upon this datasheet are not
 PG2313.officially recognized by the Government of Canada, provincial governments
 PG2313.within Canada, nor are they intended to replace or substitute for them.
 PG2313.The intent of sharing this data is to allow access to positions or heights
 PG2313.recognized by the United States Government. Passive control that is used by
 PG2313.both nations may share the same or similar designations or descriptions but
 PG2313.do not share official positions or heights. The 'Station Description' may
 PG2313.originate from a Canadian 'Station Report' and if so contains information
 PG2313.licensed under the 'Open Government License - Canada'.
 PG2313
 PG2313.The horizontal coordinates were established by classical geodetic methods
 PG2313.and adjusted by the National Geodetic Survey in May 1998.
 PG2313
 PG2313.The orthometric height was scaled from a topographic map.
 PG2313
 PG2313.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2313
 PG2313.Click photographs - Photos may exist for this station.
 PG2313
 PG2313. The following values were computed from the NAD 83(1996) position.
 PG2313
 PG2313;                    North         East     Units Scale Factor Converg.
 PG2313;UTM  18      - 4,994,863.637   693,104.739   MT  1.00005853   +1 44 16.4
 PG2313
 PG2313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2313!UTM  18      -   0.99985400  x   1.00005853  =   0.99991252
 PG2313
 PG2313:                Primary Azimuth Mark                     Grid Az
 PG2313:UTM  18      -  OWLS HEAD                                094 07 15.2
 PG2313
 PG2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ9310494863(NAD 83)
 PG2313
 PG2313|---------------------------------------------------------------------|
 PG2313| PID    Reference Object                     Distance      Geod. Az  |
 PG2313|                                                           dddmmss.s |
 PG2313| PG2275 OWLS HEAD                           APPROX.19.7 KM 0955131.6 |
 PG2313|---------------------------------------------------------------------|
 PG2313
 PG2313                          SUPERSEDED SURVEY CONTROL
 PG2313
 PG2313  NAD 83(1992)-  45 04 51.15992(N)    072 32 47.22852(W) AD(       ) 2
 PG2313  NAD 83(1986)-  45 04 51.16834(N)    072 32 47.22540(W) AD(       ) 2
 PG2313  NAD 27      -  45 04 51.01100(N)    072 32 48.81100(W) AD(       ) 2
 PG2313
 PG2313.Superseded values are not recommended for survey control.
 PG2313
 PG2313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2313.See file dsdata.pdf to determine how the superseded data were derived.
 PG2313
 PG2313_MARKER: DD = SURVEY DISK
 PG2313_SETTING: 66 = SET IN ROCK OUTCROP
 PG2313_MARK LOGO: GSC
 PG2313_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PG2313+STABILITY: POSITION/ELEVATION WELL
 PG2313
 PG2313  HISTORY     - Date     Condition        Report By
 PG2313  HISTORY     - 1917     MONUMENTED       GSC
 PG2313
 PG2313                          STATION DESCRIPTION
 PG2313
 PG2313'DESCRIBED BY GEODETIC SURVEY OF CANADA 1917 (JDC)
 PG2313'IN SUTTON TOWNSHIP, ON ROUND TOP, A MOUNTAIN ABOUT 3 MILES NORTH AND
 PG2313'EAST OF GLEN SUTTON (GLENTON), QUEBEC, ON THE SOUTHEASTERLY SIDE OF
 PG2313'THE TOP OF THE HILL.
 PG2313'
 PG2313'TO REACH THE STATION, TAKE THE FOURTH CONCESSION ROAD, WHICH LEAVES
 PG2313'THE MAIN ROAD BETWEEN SUTTON AND GLEN SUTTON, GO EAST ABOUT 2 MILES,
 PG2313'PASS ALEX WESTOVER HOUSE, TURN NORTH AT THE ORCHARD, AND FOLLOW THE
 PG2313'CREEK TO THE WATERSHED, THEN GO NORTHEAST TO THE STATION.
 PG2313'
 PG2313'STATION MARK--BRONZE DISK OF THE GEODETIC SURVEY OF CANADA SET IN
 PG2313'SOLID ROCK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2314 ***********************************************************************
 PG2314  DESIGNATION -  ROUND TOP 2
 PG2314  PID         -  PG2314
 PG2314  STATE/COUNTY-  PQ/BROME MISSISQUOI
 PG2314  COUNTRY     -  CANADA
 PG2314  NTS MAPSHEET-  COWANSVILLE (2020)
 PG2314
 PG2314                         *CURRENT SURVEY CONTROL
 PG2314  ______________________________________________________________________
 PG2314* NAD 83(1996) POSITION- 45 04 50.23946(N) 072 32 51.94444(W)   ADJUSTED
 PG2314* NAVD 88 ORTHO HEIGHT -   957.    (meters)     3140.    (feet) VERTCON
 PG2314  ______________________________________________________________________
 PG2314  GEOID HEIGHT    -        -28.526 (meters)                     EGM08
 PG2314  HORZ ORDER      -  SECOND
 PG2314
 PG2314.The positional and height information provided upon this datasheet are not
 PG2314.officially recognized by the Government of Canada, provincial governments
 PG2314.within Canada, nor are they intended to replace or substitute for them.
 PG2314.The intent of sharing this data is to allow access to positions or heights
 PG2314.recognized by the United States Government. Passive control that is used by
 PG2314.both nations may share the same or similar designations or descriptions but
 PG2314.do not share official positions or heights. The 'Station Description' may
 PG2314.originate from a Canadian 'Station Report' and if so contains information
 PG2314.licensed under the 'Open Government License - Canada'.
 PG2314
 PG2314.The horizontal coordinates were established by classical geodetic methods
 PG2314.and adjusted by the National Geodetic Survey in May 1998.
 PG2314
 PG2314.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2314
 PG2314.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2314
 PG2314.Click photographs - Photos may exist for this station.
 PG2314
 PG2314. The following values were computed from the NAD 83(1996) position.
 PG2314
 PG2314;                    North         East     Units Scale Factor Converg.
 PG2314;UTM  18      - 4,994,832.062   693,002.515   MT  1.00005805   +1 44 13.1
 PG2314
 PG2314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2314!UTM  18      -   0.99985447  x   1.00005805  =   0.99991251
 PG2314
 PG2314:                Primary Azimuth Mark                     Grid Az
 PG2314:UTM  18      -  JAY ECC                                  172 43 49.1
 PG2314
 PG2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ9300294832(NAD 83)
 PG2314
 PG2314|---------------------------------------------------------------------|
 PG2314| PID    Reference Object                     Distance      Geod. Az  |
 PG2314|                                                           dddmmss.s |
 PG2314| PG1688 JAY ECC                             APPROX.17.5 KM 1742802.2 |
 PG2314|---------------------------------------------------------------------|
 PG2314
 PG2314                          SUPERSEDED SURVEY CONTROL
 PG2314
 PG2314  NAD 83(1992)-  45 04 50.23798(N)    072 32 51.94362(W) AD(       ) 2
 PG2314  NAD 83(1986)-  45 04 50.24910(N)    072 32 51.93856(W) AD(       ) 2
 PG2314  NAD 27      -  45 04 50.08446(N)    072 32 53.52215(W) AD(       ) 2
 PG2314  NGVD 29 (07/19/86)  957.     (m)         3140.     (f) VERT ANG       
 PG2314
 PG2314.Superseded values are not recommended for survey control.
 PG2314
 PG2314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2314.See file dsdata.pdf to determine how the superseded data were derived.
 PG2314
 PG2314_MARKER: DD = SURVEY DISK
 PG2314_SETTING: 66 = SET IN ROCK OUTCROP
 PG2314_STAMPING: ROUND TOP 2 1972
 PG2314_MARK LOGO: IBC
 PG2314_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PG2314+STABILITY: POSITION/ELEVATION WELL
 PG2314
 PG2314  HISTORY     - Date     Condition        Report By
 PG2314  HISTORY     - 1972     MONUMENTED       IBC
 PG2314
 PG2314                          STATION DESCRIPTION
 PG2314
 PG2314'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1972 (NP)
 PG2314'APPROXIMATELY 107 METRES WEST OF ORIGINAL STATION ROUND TOP 1917.
 PG2314'SEE STATION DESCRIPTION FOR ROUND TOP 1917.
 PG2314'
 PG2314'STATION MARK--STANDARD IBC TRIANGULATION TABLET CEMENTED
 PG2314'IN BEDROCK.  TABLET IS STAMPED---ROUND TOP 2 - 1972---.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 DE6600 ***********************************************************************
 DE6600  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE6600  DESIGNATION -  SCHEFFERVILLE-2 CORS ARP
 DE6600  CORS_ID     -  SCH2
 DE6600  PID         -  DE6600
 DE6600  STATE/COUNTY-  PQ/SEPT RIVIERES CANIAPISCAU
 DE6600  COUNTRY     -  CANADA
 DE6600  NTS MAPSHEET-  KNOB LAKE (2020)
 DE6600
 DE6600                         *CURRENT SURVEY CONTROL
 DE6600  ______________________________________________________________________
 DE6600* NAD 83(2011) POSITION- 54 49 55.48150(N) 066 49 57.40925(W)   ADJUSTED
 DE6600* NAD 83(2011) ELLIP HT-   499.197 (meters)        (05/??/20)   ADJUSTED
 DE6600* NAD 83(2011) EPOCH   -  2010.00
 DE6600  ______________________________________________________________________
 DE6600  GEOID HEIGHT    -        -20.156 (meters)                     EGM08
 DE6600  NAD 83(2011) X  -  1,448,637.547 (meters)                     COMP
 DE6600  NAD 83(2011) Y  - -3,385,245.099 (meters)                     COMP
 DE6600  NAD 83(2011) Z  -  5,191,047.089 (meters)                     COMP
 DE6600
 DE6600  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE6600  Standards:
 DE6600         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE6600            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE6600  -------------------------------------------------------------------
 DE6600  NETWORK    0.01   0.02           0.00   0.00   0.01     -0.04693600
 DE6600  -------------------------------------------------------------------
 DE6600
 DE6600.The positional and height information provided upon this datasheet are not
 DE6600.officially recognized by the Government of Canada, provincial governments
 DE6600.within Canada, nor are they intended to replace or substitute for them.
 DE6600.The intent of sharing this data is to allow access to positions or heights
 DE6600.recognized by the United States Government. Passive control that is used by
 DE6600.both nations may share the same or similar designations or descriptions but
 DE6600.do not share official positions or heights. The 'Station Description' may
 DE6600.originate from a Canadian 'Station Report' and if so contains information
 DE6600.licensed under the 'Open Government License - Canada'.
 DE6600
 DE6600.The coordinates were established by GPS observations
 DE6600.and adjusted by the National Geodetic Survey in May 2020.
 DE6600
 DE6600.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE6600.been affixed to the stable North American Tectonic Plate. 
 DE6600
 DE6600.The coordinates are valid at the epoch date displayed above
 DE6600.which is a decimal equivalence of Year/Month/Day.
 DE6600
 DE6600.Due to the release of the International GNSS Service (IGS) 2014
 DE6600.realization of the International Terrestrial Reference Frame of 2014
 DE6600.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DE6600.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DE6600.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DE6600.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DE6600.currently published epoch of 2010.00.
 DE6600
 DE6600.Additional information on MYCS2 is available at
 DE6600.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DE6600
 DE6600.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6600
 DE6600.The PID for the CORS L1 Phase Center is DQ1135.
 DE6600
 DE6600.Click photographs - Photos may exist for this station.
 DE6600
 DE6600.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE6600
 DE6600.The ellipsoidal height was determined by GPS observations
 DE6600.and is referenced to NAD 83.
 DE6600
 DE6600. The following values were computed from the NAD 83(2011) position.
 DE6600
 DE6600;                    North         East     Units Scale Factor Converg.
 DE6600;UTM  19      - 6,078,258.374   639,211.788   MT  0.99983776   +1 46 19.4
 DE6600
 DE6600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6600!UTM  19      -   0.99992183  x   0.99983776  =   0.99975960
 DE6600
 DE6600_U.S. NATIONAL GRID SPATIAL ADDRESS: 19UFA3921178258(NAD 83)
 DE6600
 DE6600                          SUPERSEDED SURVEY CONTROL
 DE6600
 DE6600  NAD 83(2011)-  54 49 55.48150(N)    066 49 57.40923(W) AD(2010.00) c
 DE6600  ELLIP H (06/??/19)  499.196  (m)                       GP(2010.00) c c
 DE6600  NAD 83(2011)-  54 49 55.48152(N)    066 49 57.40934(W) AD(2010.00) c
 DE6600  ELLIP H (08/??/11)  499.198  (m)                       GP(2010.00) c c
 DE6600  NAD 83(CORS)-  54 49 55.48159(N)    066 49 57.41012(W) AD(2002.00) c
 DE6600  ELLIP H (03/??/02)  499.125  (m)                       GP(2002.00) c c
 DE6600
 DE6600.Superseded values are not recommended for survey control.
 DE6600
 DE6600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6600.See file dsdata.pdf to determine how the superseded data were derived.
 DE6600
 DE6600_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DE6600
 DE6600                          STATION DESCRIPTION
 DE6600
 DE6600'DESCRIBED BY NATIONAL GEODETIC SURVEY 2020
 DE6600'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DE6600'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DE6600'ACCESSIBLE AT THE WORLDWIDE WEB.
 DE6600'https://geodesy.noaa.gov/CORS/data.shtml
 DE6600'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 DE6602 ***********************************************************************
 DE6602  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE6602  DESIGNATION -  SCHEFFERVILLE-2 CORS MON.
 DE6602  CORS_ID     -  SCH2
 DE6602  PID         -  DE6602
 DE6602  STATE/COUNTY-  PQ/SEPT RIVIERES CANIAPISCAU
 DE6602  COUNTRY     -  CANADA
 DE6602  NTS MAPSHEET-  KNOB LAKE (2020)
 DE6602
 DE6602                         *CURRENT SURVEY CONTROL
 DE6602  ______________________________________________________________________
 DE6602* NAD 83(2011) POSITION- 54 49 55.48150(N) 066 49 57.40925(W)   ADJUSTED
 DE6602* NAD 83(2011) ELLIP HT-   499.097 (meters)        (05/??/20)   ADJUSTED
 DE6602* NAD 83(2011) EPOCH   -  2010.00
 DE6602  ______________________________________________________________________
 DE6602  GEOID HEIGHT    -        -20.156 (meters)                     EGM08
 DE6602  NAD 83(2011) X  -  1,448,637.525 (meters)                     COMP
 DE6602  NAD 83(2011) Y  - -3,385,245.046 (meters)                     COMP
 DE6602  NAD 83(2011) Z  -  5,191,047.008 (meters)                     COMP
 DE6602
 DE6602  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE6602  Standards:
 DE6602         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE6602            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE6602  -------------------------------------------------------------------
 DE6602  NETWORK    0.01   0.02           0.00   0.00   0.01     -0.04693600
 DE6602  -------------------------------------------------------------------
 DE6602
 DE6602.The positional and height information provided upon this datasheet are not
 DE6602.officially recognized by the Government of Canada, provincial governments
 DE6602.within Canada, nor are they intended to replace or substitute for them.
 DE6602.The intent of sharing this data is to allow access to positions or heights
 DE6602.recognized by the United States Government. Passive control that is used by
 DE6602.both nations may share the same or similar designations or descriptions but
 DE6602.do not share official positions or heights. The 'Station Description' may
 DE6602.originate from a Canadian 'Station Report' and if so contains information
 DE6602.licensed under the 'Open Government License - Canada'.
 DE6602
 DE6602.The horizontal coordinates were established by GPS observations
 DE6602.and adjusted by the National Geodetic Survey in May 2020.
 DE6602
 DE6602.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE6602.been affixed to the stable North American Tectonic Plate. 
 DE6602
 DE6602.The horizontal coordinates are valid at the epoch date displayed above
 DE6602.which is a decimal equivalence of Year/Month/Day.
 DE6602
 DE6602.Due to the release of the International GNSS Service (IGS) 2014
 DE6602.realization of the International Terrestrial Reference Frame of 2014
 DE6602.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DE6602.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DE6602.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DE6602.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DE6602.currently published epoch of 2010.00.
 DE6602
 DE6602.Additional information on MYCS2 is available at
 DE6602.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DE6602
 DE6602.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6602
 DE6602.Click photographs - Photos may exist for this station.
 DE6602
 DE6602.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE6602
 DE6602.The ellipsoidal height was determined by GPS observations
 DE6602.and is referenced to NAD 83.
 DE6602
 DE6602. The following values were computed from the NAD 83(2011) position.
 DE6602
 DE6602;                    North         East     Units Scale Factor Converg.
 DE6602;UTM  19      - 6,078,258.374   639,211.788   MT  0.99983776   +1 46 19.4
 DE6602
 DE6602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6602!UTM  19      -   0.99992184  x   0.99983776  =   0.99975962
 DE6602
 DE6602_U.S. NATIONAL GRID SPATIAL ADDRESS: 19UFA3921178258(NAD 83)
 DE6602
 DE6602                          SUPERSEDED SURVEY CONTROL
 DE6602
 DE6602  NAD 83(2011)-  54 49 55.48150(N)    066 49 57.40923(W) AD(2010.00) A
 DE6602  ELLIP H (06/??/19)  499.096  (m)                       GP(2010.00) 4 1
 DE6602  NAD 83(2011)-  54 49 55.48152(N)    066 49 57.40934(W) AD(2010.00) A
 DE6602  ELLIP H (08/??/11)  499.098  (m)                       GP(2010.00) 4 1
 DE6602  NAD 83(CORS)-  54 49 55.48159(N)    066 49 57.41012(W) AD(2002.00) A
 DE6602  ELLIP H (03/??/02)  499.025  (m)                       GP(2002.00) 4 1
 DE6602
 DE6602.Superseded values are not recommended for survey control.
 DE6602
 DE6602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6602.See file dsdata.pdf to determine how the superseded data were derived.
 DE6602
 DE6602_STAMPING: UNKNOWN
 DE6602
 DE6602                          STATION DESCRIPTION
 DE6602
 DE6602'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'SCH2'
 DE6602'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DE6602'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DE6602'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DE6602'   https://geodesy.noaa.gov/corsdata/coord/coord_14
 DE6602'   https://geodesy.noaa.gov/corsdata/station_log
 DE6602'   https://geodesy.noaa.gov/CORS
 DE6602'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 NC1607 ***********************************************************************
 NC1607  DESIGNATION -  SCHOOL IWC
 NC1607  PID         -  NC1607
 NC1607  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 NC1607  COUNTRY     -  CANADA
 NC1607  NTS MAPSHEET-  FORT ERIE (2020)
 NC1607
 NC1607                         *CURRENT SURVEY CONTROL
 NC1607  ______________________________________________________________________
 NC1607* NAD 83(1996) POSITION- 42 59 59.70285(N) 078 56 21.81714(W)   ADJUSTED
 NC1607* NAVD 88 ORTHO HEIGHT -   173.    (meters)      568.    (feet) SCALED
 NC1607  ______________________________________________________________________
 NC1607  GEOID HEIGHT    -        -36.115 (meters)                     EGM08
 NC1607  HORZ ORDER      -  THIRD
 NC1607
 NC1607.The positional and height information provided upon this datasheet are not
 NC1607.officially recognized by the Government of Canada, provincial governments
 NC1607.within Canada, nor are they intended to replace or substitute for them.
 NC1607.The intent of sharing this data is to allow access to positions or heights
 NC1607.recognized by the United States Government. Passive control that is used by
 NC1607.both nations may share the same or similar designations or descriptions but
 NC1607.do not share official positions or heights. The 'Station Description' may
 NC1607.originate from a Canadian 'Station Report' and if so contains information
 NC1607.licensed under the 'Open Government License - Canada'.
 NC1607
 NC1607.The horizontal coordinates were established by classical geodetic methods
 NC1607.and adjusted by the National Geodetic Survey in January 1999.
 NC1607
 NC1607.The orthometric height was scaled from a topographic map.
 NC1607
 NC1607.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC1607
 NC1607.Click photographs - Photos may exist for this station.
 NC1607
 NC1607. The following values were computed from the NAD 83(1996) position.
 NC1607
 NC1607;                    North         East     Units Scale Factor Converg.
 NC1607;UTM  17      - 4,762,865.914   667,959.440   MT  0.99994705   +1 24 20.4
 NC1607
 NC1607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1607!UTM  17      -   0.99997856  x   0.99994705  =   0.99992561
 NC1607
 NC1607:                Primary Azimuth Mark                     Grid Az
 NC1607:UTM  17      -  STACK IWC                                046 17 14.7
 NC1607
 NC1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6795962865(NAD 83)
 NC1607
 NC1607|---------------------------------------------------------------------|
 NC1607| PID    Reference Object                     Distance      Geod. Az  |
 NC1607|                                                           dddmmss.s |
 NC1607| OG0716 STACK IWC                           APPROX. 1.1 KM 0474135.1 |
 NC1607|---------------------------------------------------------------------|
 NC1607
 NC1607                          SUPERSEDED SURVEY CONTROL
 NC1607
 NC1607  NAD 83(1986)-  42 59 59.70870(N)    078 56 21.81448(W) AD(       ) 3
 NC1607  NAD 27      -  42 59 59.50500(N)    078 56 22.67200(W) AD(       ) 3
 NC1607
 NC1607.Superseded values are not recommended for survey control.
 NC1607
 NC1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1607.See file dsdata.pdf to determine how the superseded data were derived.
 NC1607
 NC1607_MARKER: Z = SEE DESCRIPTION
 NC1607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC1607+STABILITY: SURFACE MOTION
 NC1607
 NC1607  HISTORY     - Date     Condition        Report By
 NC1607  HISTORY     - 1909     MONUMENTED       IWC
 NC1607
 NC1607                          STATION DESCRIPTION
 NC1607
 NC1607'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1909 (GCB)
 NC1607'THIS STATION IS SITUATED ON GRAND ISLAND ON SLOPE OF STEEP BANK 1-1/2
 NC1607'MILES ABOVE ELECTRIC BEACH HOTEL AND ABOUT 150 YARDS BELOW
 NC1607'SCHOOLHOUSE.
 NC1607'
 NC1607'GEODETIC POINT IS CENTER OF 3/8-INCH BRASS PLUG, CEMENTED IN CONCRETE
 NC1607'MONUMENT, TOP OF THE PLUG PROJECTING 1/4 INCH ABOVE SURFACE OF
 NC1607'CONCRETE.  TOP OF MONUMENT IS 1-1/3 FEET BELOW SURFACE OF GROUND.
 NC1607'MARKER IS CONCRETE, 8 INCHES DIAMETER, MARKED---I.W.C. 1909---.  IS
 NC1607'1.2 FEET NORTHEAST OF STATION AND 2 INCHES BELOW SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 NC1612 ***********************************************************************
 NC1612  DESIGNATION -  SCHWARTZ IWC
 NC1612  PID         -  NC1612
 NC1612  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 NC1612  COUNTRY     -  CANADA
 NC1612  NTS MAPSHEET-  FORT ERIE (2020)
 NC1612
 NC1612                         *CURRENT SURVEY CONTROL
 NC1612  ______________________________________________________________________
 NC1612* NAD 83(1996) POSITION- 42 59 24.41226(N) 078 56 50.27260(W)   ADJUSTED
 NC1612* NAVD 88 ORTHO HEIGHT -   173.    (meters)      568.    (feet) SCALED
 NC1612  ______________________________________________________________________
 NC1612  GEOID HEIGHT    -        -36.099 (meters)                     EGM08
 NC1612  HORZ ORDER      -  THIRD
 NC1612
 NC1612.The positional and height information provided upon this datasheet are not
 NC1612.officially recognized by the Government of Canada, provincial governments
 NC1612.within Canada, nor are they intended to replace or substitute for them.
 NC1612.The intent of sharing this data is to allow access to positions or heights
 NC1612.recognized by the United States Government. Passive control that is used by
 NC1612.both nations may share the same or similar designations or descriptions but
 NC1612.do not share official positions or heights. The 'Station Description' may
 NC1612.originate from a Canadian 'Station Report' and if so contains information
 NC1612.licensed under the 'Open Government License - Canada'.
 NC1612
 NC1612.The horizontal coordinates were established by classical geodetic methods
 NC1612.and adjusted by the National Geodetic Survey in January 1999.
 NC1612
 NC1612.The orthometric height was scaled from a topographic map.
 NC1612
 NC1612.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC1612
 NC1612.Click photographs - Photos may exist for this station.
 NC1612
 NC1612. The following values were computed from the NAD 83(1996) position.
 NC1612
 NC1612;                    North         East     Units Scale Factor Converg.
 NC1612;UTM  17      - 4,761,761.485   667,341.752   MT  0.99994451   +1 24 00.0
 NC1612
 NC1612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1612!UTM  17      -   0.99997856  x   0.99994451  =   0.99992307
 NC1612
 NC1612:                Primary Azimuth Mark                     Grid Az
 NC1612:UTM  17      -  SCHOOL IWC                               029 13 03.6
 NC1612
 NC1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6734161761(NAD 83)
 NC1612
 NC1612|---------------------------------------------------------------------|
 NC1612| PID    Reference Object                     Distance      Geod. Az  |
 NC1612|                                                           dddmmss.s |
 NC1612| NC1607 SCHOOL IWC                          APPROX. 1.3 KM 0303703.6 |
 NC1612| NC1608 TONAWANDA WICKWIRE STACK            APPROX. 1.0 KM 1413208.1 |
 NC1612|---------------------------------------------------------------------|
 NC1612
 NC1612                          SUPERSEDED SURVEY CONTROL
 NC1612
 NC1612  NAD 83(1986)-  42 59 24.41813(N)    078 56 50.26995(W) AD(       ) 3
 NC1612  NAD 27      -  42 59 24.21300(N)    078 56 51.12700(W) AD(       ) 3
 NC1612
 NC1612.Superseded values are not recommended for survey control.
 NC1612
 NC1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1612.See file dsdata.pdf to determine how the superseded data were derived.
 NC1612
 NC1612_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NC1612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC1612+STABILITY: SURFACE MOTION
 NC1612
 NC1612  HISTORY     - Date     Condition        Report By
 NC1612  HISTORY     - 1909     MONUMENTED       IWC
 NC1612
 NC1612                          STATION DESCRIPTION
 NC1612
 NC1612'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1909 (GCB)
 NC1612'LOCATED ON THE EAST SIDE OF GRAND ISLAND, 0.4 MILE SOUTH OF
 NC1612'INTERSECTION OF LOVE ROAD AND EAST RIVER ROAD, 20 FT EAST OF CENTER
 NC1612'OF EAST RIVER ROAD, AT EDGE OF BANK, IN FRONT OF HOUSE OF
 NC1612'J FITZPATRICK, MARKED BY 3/8-INCH BRASS BOLT IN CONCRETE MONUMENT
 NC1612'ONE FOOT BELOW THE SURFACE OF THE GROUND.  A CONCRETE POST IS TWO
 NC1612'FEET NORTHEAST OF THE STATION.
 NC1612'
 NC1612'REFERENCE MARK NO 1, A BRONZE DISK IN CONCRETE MONUMENT PROJECTING
 NC1612'TWO INCHES ABOVE THE GROUND, IN LINE OF POLES, 13 FEET EAST OF CENTER
 NC1612'OF ROAD, BEARS N - 63 DEGREES - W, 6.3 FEET.  REFERENCE MARK NO 2,
 NC1612'SIMILAR TO NO 1, 18 FEET EAST OF CENTER OF ROAD, 5 FEET WEST OF
 NC1612'MAPLE TREE, BEARS S - 28 DEGREES - W, 36.1 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 DE7813 ***********************************************************************
 DE7813  DESIGNATION -  SHERBROOKE BASE STATION
 DE7813  PID         -  DE7813
 DE7813  STATE/COUNTY-  PQ/SHERBROOKE
 DE7813  COUNTRY     -  CANADA
 DE7813  NTS MAPSHEET-  SHERBROOKE (2020)
 DE7813
 DE7813                         *CURRENT SURVEY CONTROL
 DE7813  ______________________________________________________________________
 DE7813* NAD 83(2011) POSITION- 45 24 04.04394(N) 071 53 53.07650(W)   ADJUSTED
 DE7813* NAD 83(2011) ELLIP HT-   182.165 (meters)        (06/27/12)   ADJUSTED
 DE7813* NAD 83(2011) EPOCH   -  2010.00
 DE7813* NAVD 88 ORTHO HEIGHT -   209.7   (meters)      688.    (feet) GPS OBS
 DE7813  ______________________________________________________________________
 DE7813  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DE7813  GEOID HEIGHT    -        -27.537 (meters)                     GEOID99
 DE7813  GEOID HEIGHT    -        -28.217 (meters)                     EGM08
 DE7813  NAD 83(2011) X  -  1,393,864.465 (meters)                     COMP
 DE7813  NAD 83(2011) Y  - -4,264,049.008 (meters)                     COMP
 DE7813  NAD 83(2011) Z  -  4,518,889.714 (meters)                     COMP
 DE7813
 DE7813  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE7813  Standards:
 DE7813         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE7813            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE7813  -------------------------------------------------------------------
 DE7813  NETWORK    0.45   0.78           0.21   0.15   0.40      0.11824352
 DE7813  -------------------------------------------------------------------
 DE7813  Click here for local accuracies and other accuracy information.
 DE7813
 DE7813.The positional and height information provided upon this datasheet are not
 DE7813.officially recognized by the Government of Canada, provincial governments
 DE7813.within Canada, nor are they intended to replace or substitute for them.
 DE7813.The intent of sharing this data is to allow access to positions or heights
 DE7813.recognized by the United States Government. Passive control that is used by
 DE7813.both nations may share the same or similar designations or descriptions but
 DE7813.do not share official positions or heights. The 'Station Description' may
 DE7813.originate from a Canadian 'Station Report' and if so contains information
 DE7813.licensed under the 'Open Government License - Canada'.
 DE7813
 DE7813.The horizontal coordinates were established by GPS observations
 DE7813.and adjusted by the National Geodetic Survey in June 2012.
 DE7813
 DE7813.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE7813.been affixed to the stable North American tectonic plate. See 
 DE7813.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE7813
 DE7813.The horizontal coordinates are valid at the epoch date displayed above
 DE7813.which is a decimal equivalence of Year/Month/Day.
 DE7813
 DE7813.The orthometric height was determined by GPS observations and a
 DE7813.high-resolution geoid model.
 DE7813
 DE7813.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7813
 DE7813.Click photographs - Photos may exist for this station.
 DE7813
 DE7813.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7813
 DE7813.The ellipsoidal height was determined by GPS observations
 DE7813.and is referenced to NAD 83.
 DE7813
 DE7813. The following values were computed from the NAD 83(2011) position.
 DE7813
 DE7813;                    North         East     Units Scale Factor Converg.
 DE7813;UTM  19      - 5,031,597.825   273,187.803   MT  1.00023255   -2 03 51.9
 DE7813
 DE7813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7813!UTM  19      -   0.99997144  x   1.00023255  =   1.00020398
 DE7813
 DE7813_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBL7318731597(NAD 83)
 DE7813
 DE7813                          SUPERSEDED SURVEY CONTROL
 DE7813
 DE7813  NAD 83(2007)-  45 24 04.04432(N)    071 53 53.07722(W) AD(2002.00) 0
 DE7813  ELLIP H (02/10/07)  182.179  (m)                       GP(2002.00)    
 DE7813  NAD 83(1996)-  45 24 04.04458(N)    071 53 53.07753(W) AD(       ) A
 DE7813  ELLIP H (09/18/02)  182.180  (m)                       GP(       ) 4 2
 DE7813
 DE7813.Superseded values are not recommended for survey control.
 DE7813
 DE7813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7813.See file dsdata.pdf to determine how the superseded data were derived.
 DE7813
 DE7813_MARKER: Z = SEE DESCRIPTION
 DE7813_SETTING: 0 = UNSPECIFIED SETTING
 DE7813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7813+STABILITY: SURFACE MOTION
 DE7813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7813+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2001
 DE7813
 DE7813  HISTORY     - Date     Condition        Report By
 DE7813  HISTORY     - UNK      MONUMENTED       GSC
 DE7813  HISTORY     - 20010716 GOOD             GSC
 DE7813
 DE7813                          STATION DESCRIPTION
 DE7813
 DE7813'DESCRIBED BY GEODETIC SURVEY OF CANADA 2001 (BP)
 DE7813'THIS IS A BASE STATION OPERATED BY THE GEODESY SERVICE, MINISTRY OF
 DE7813'NATURAL RESOURCES.
 DE7813'FOR INFORMATION CONTACT BERNARD PERRON AT FOLLOWING ADDRESS.  5700, 4E
 DE7813'AVENUE QUEST,
 DE7813'BUREAU E-305, CHARLESBOURG, QUEBEC, CANADA G1H641  OR OR PHONE NUMBER
 DE7813'418-627-6281, EXT
 DE7813'2010.
 DE7813'
 DE7813'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 NC1621 ***********************************************************************
 NC1621  DESIGNATION -  SHIPYARD
 NC1621  PID         -  NC1621
 NC1621  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 NC1621  COUNTRY     -  CANADA
 NC1621  NTS MAPSHEET-  FORT ERIE (2020)
 NC1621
 NC1621                         *CURRENT SURVEY CONTROL
 NC1621  ______________________________________________________________________
 NC1621* NAD 83(1996) POSITION- 42 57 16.33241(N) 078 58 27.52387(W)   ADJUSTED
 NC1621* NAVD 88 ORTHO HEIGHT -   174.9   (meters)      574.    (feet) VERTCON
 NC1621  ______________________________________________________________________
 NC1621  GEOID HEIGHT    -        -36.038 (meters)                     EGM08
 NC1621  HORZ ORDER      -  SECOND
 NC1621
 NC1621.The positional and height information provided upon this datasheet are not
 NC1621.officially recognized by the Government of Canada, provincial governments
 NC1621.within Canada, nor are they intended to replace or substitute for them.
 NC1621.The intent of sharing this data is to allow access to positions or heights
 NC1621.recognized by the United States Government. Passive control that is used by
 NC1621.both nations may share the same or similar designations or descriptions but
 NC1621.do not share official positions or heights. The 'Station Description' may
 NC1621.originate from a Canadian 'Station Report' and if so contains information
 NC1621.licensed under the 'Open Government License - Canada'.
 NC1621
 NC1621.The horizontal coordinates were established by classical geodetic methods
 NC1621.and adjusted by the National Geodetic Survey in January 1999.
 NC1621
 NC1621.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1621
 NC1621.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC1621
 NC1621.Click photographs - Photos may exist for this station.
 NC1621
 NC1621. The following values were computed from the NAD 83(1996) position.
 NC1621
 NC1621;                    North         East     Units Scale Factor Converg.
 NC1621;UTM  17      - 4,757,757.009   665,234.670   MT  0.99993589   +1 22 50.3
 NC1621
 NC1621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1621!UTM  17      -   0.99997822  x   0.99993589  =   0.99991411
 NC1621
 NC1621:                Primary Azimuth Mark                     Grid Az
 NC1621:UTM  17      -  PALMER                                   341 35 19.9
 NC1621
 NC1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6523457757(NAD 83)
 NC1621
 NC1621|---------------------------------------------------------------------|
 NC1621| PID    Reference Object                     Distance      Geod. Az  |
 NC1621|                                                           dddmmss.s |
 NC1621| NC1534 BEAVER ISLAND STATE PARK TANK       APPROX. 1.8 KM 0455822.3 |
 NC1621| NC1588 BUFF DUPONT TANK                    APPROX. 4.9 KM 0754036.5 |
 NC1621| DA2058 SHIPYARD RM 1                         8.165 METERS 23447     |
 NC1621| DA2059 SHIPYARD RM 2                       112.632 METERS 32003     |
 NC1621| NC1623 PALMER                              APPROX. 1.1 KM 3425810.2 |
 NC1621|---------------------------------------------------------------------|
 NC1621
 NC1621                          SUPERSEDED SURVEY CONTROL
 NC1621
 NC1621  NAD 83(1986)-  42 57 16.33833(N)    078 58 27.52140(W) AD(       ) 2
 NC1621  NAD 27      -  42 57 16.13400(N)    078 58 28.38000(W) AD(       ) 2
 NC1621  NGVD 29 (07/19/86)  175.1    (m)          574.     (f) VERT ANG       
 NC1621
 NC1621.Superseded values are not recommended for survey control.
 NC1621
 NC1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1621.See file dsdata.pdf to determine how the superseded data were derived.
 NC1621
 NC1621_MARKER: B = BOLT
 NC1621_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NC1621
 NC1621  HISTORY     - Date     Condition        Report By
 NC1621  HISTORY     - 1909     MONUMENTED       IWC
 NC1621  HISTORY     - 1956     SEE DESCRIPTION  IBC
 NC1621  HISTORY     - 1973     GOOD             IBC
 NC1621
 NC1621                          STATION DESCRIPTION
 NC1621
 NC1621'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1909 (GCB)
 NC1621'ON THE CANADIAN SIDE OF THE NIAGARA RIVER, ABOUT 4 MILES BELOW THE
 NC1621'INTERNATIONAL BRIDGE.  THE STATION IS 400 FEET ABOVE THE MOUTH OF
 NC1621'MILLER CREEK, 45 FEET NORTHEAST OF THE CENTER OF QUEEN VICTORIA
 NC1621'PARKWAY, AND 25 FEET FROM THE RIVER BANK.  IT IS ONE FOOT NORTH OF A
 NC1621'CYLINDER OF CONCRETE WHOSE TOP IS FLUSH WITH THE SURFACE OF THE
 NC1621'GROUND.
 NC1621'
 NC1621'STATION MARK, A BRASS BOLT 3/8-INCH IN DIAMETER SET 1 FOOT
 NC1621'UNDERGROUND IN THE TOP OF A CYLINDER OF CONCRETE.  THERE ARE TWO
 NC1621'REFERENCES.  NO 1 IS A USLS STANDARD BRONZE - DISK REFERENCE MARK
 NC1621'SET 2 INCHES ABOVE THE SURFACE OF THE GROUND IN THE TOP OF A CYLINDER
 NC1621'OF CONCRETE.  THE REFERENCE IS SITUATED IN A ROW OF SMALL MAPLES 20
 NC1621'FEET NORTHEAST OF THE CENTER OF QUEEN VICTORIA PARKWAY AND BEARS
 NC1621'S - 63 DEGREES - W FROM THE STATION, DISTANT 26.79 FEET.  NO 2 IS AN
 NC1621'ARROW CUT ON THE STONE COPING OF THE SOUTHEAST WING WALL OF THE
 NC1621'BRIDGE OVER MILLER CREEK.  IT BEARS N - 32 DEGREES - W FROM THE
 NC1621'STATION, DISTANT 369.53 FEET.  THE ARROW IN BRIDGE IS OK, THE
 NC1621'REFERENCE CYLINDER OF CONCRETE IS BROKEN OFF 6 INCHES UNDERGROUND.
 NC1621'IT IS IN A HOLE 21 FEET UPSTREAM FROM THE 6TH TREE SOUTH OF THE
 NC1621'BRIDGE.
 NC1621
 NC1621                          STATION RECOVERY (1956)
 NC1621
 NC1621'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956 (NWS)
 NC1621'STATION NOT RECOVERED BUT PROBABLY RECOVERABLE.
 NC1621
 NC1621                          STATION RECOVERY (1973)
 NC1621
 NC1621'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1973 (CRM)
 NC1621'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDTION.  A NEW
 NC1621'DESCRIPTION FOLLOWS.
 NC1621'
 NC1621'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF FORT ERIE, ONTARIO
 NC1621'AND ON NIAGARA PARKS COMMISSION PROPERTY.
 NC1621'
 NC1621'TO REACH THE STATION FROM THE BRIDGE OVER MILLER CREEK ON NIAGARA
 NC1621'RIVER BOULEVARD, THIS IS ABOUT 5-1/2 MILES, BY ROAD, NORTHWEST OF THE
 NC1621'INTERNATIONAL PEACE BRIDGE, GO SOUTH ON THE BOULEVARD FOR 0.05 MILE
 NC1621'TO THE STATION ON THE LEFT, IN A GROVE OF MAPLE TREES.
 NC1621'
 NC1621'THE STATION MARK IS A 3/8-INCH IN DIAMETER BRASS BOLT SET IN THE
 NC1621'TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 1 FOOT BELOW THE SURFACE
 NC1621'OF THE GROUND.  IT IS 49 FEET NORTHEAST OF THE CENTER OF THE
 NC1621'BOULEVARD, 32 FEET SOUTHWEST OF THE RIVER BANK, AND 6.2 FEET EAST OF
 NC1621'A STEEL, WITNESS POST WITH METAL SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 OG0900 ***********************************************************************
 OG0900  DESIGNATION -  SKYLON 1972
 OG0900  PID         -  OG0900
 OG0900  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 OG0900  COUNTRY     -  CANADA
 OG0900  NTS MAPSHEET-  NIAGARA (2020)
 OG0900
 OG0900                         *CURRENT SURVEY CONTROL
 OG0900  ______________________________________________________________________
 OG0900* NAD 83(1996) POSITION- 43 05 06.54443(N) 079 04 46.73438(W)   ADJUSTED
 OG0900* NAVD 88 ORTHO HEIGHT -   327.9   (meters)     1076.    (feet) VERTCON
 OG0900  ______________________________________________________________________
 OG0900  GEOID HEIGHT    -        -36.331 (meters)                     EGM08
 OG0900  HORZ ORDER      -  FIRST
 OG0900
 OG0900.The positional and height information provided upon this datasheet are not
 OG0900.officially recognized by the Government of Canada, provincial governments
 OG0900.within Canada, nor are they intended to replace or substitute for them.
 OG0900.The intent of sharing this data is to allow access to positions or heights
 OG0900.recognized by the United States Government. Passive control that is used by
 OG0900.both nations may share the same or similar designations or descriptions but
 OG0900.do not share official positions or heights. The 'Station Description' may
 OG0900.originate from a Canadian 'Station Report' and if so contains information
 OG0900.licensed under the 'Open Government License - Canada'.
 OG0900
 OG0900.The horizontal coordinates were established by classical geodetic methods
 OG0900.and adjusted by the National Geodetic Survey in January 1999.
 OG0900
 OG0900.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0900
 OG0900.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0900
 OG0900.Click photographs - Photos may exist for this station.
 OG0900
 OG0900. The following values were computed from the NAD 83(1996) position.
 OG0900
 OG0900;                    North         East     Units Scale Factor Converg.
 OG0900;UTM  17      - 4,772,060.444   656,310.377   MT  0.99990057   +1 18 43.3
 OG0900
 OG0900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0900!UTM  17      -   0.99995427  x   0.99990057  =   0.99985485
 OG0900
 OG0900:                Primary Azimuth Mark                     Grid Az
 OG0900:UTM  17      -  BROCKS MON REF PT 1972                   013 15 42.8
 OG0900
 OG0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5631072060(NAD 83)
 OG0900
 OG0900|---------------------------------------------------------------------|
 OG0900| PID    Reference Object                     Distance      Geod. Az  |
 OG0900|                                                           dddmmss.s |
 OG0900| OG0782 BROCKS MONUMENT HAT                 APPROX. 8.6 KM 0143351.0 |
 OG0900| OG0781 BROCKS MON REF PT 1972              APPROX. 8.6 KM 0143426.1 |
 OG0900| OG0777 LEWISTON MUN TANK                   APPROX. 8.4 KM 0240348.7 |
 OG0900| OG0780 NIAGARA UNIV POWER AUTH TOWER       APPROX. 7.2 KM 0323040.2 |
 OG0900| OG0906 NIAGARA FALLS MUN TANK              APPROX. 4.7 KM 0443230.6 |
 OG0900| OG0657 NIAGARA FALLS AFB TANK              APPROX.11.6 KM 0711446.0 |
 OG0900| OG0905 NIAGARA FALLS CELLU PROD TANK       APPROX. 5.4 KM 0842841.8 |
 OG0900| OG0907 NIAGARA FALLS UNIT OFF BLDG FP      APPROX. 1.4 KM 0885834.3 |
 OG0900| OG0904 NIAGARA FALLS DUPONT E STACK        APPROX. 5.7 KM 0941229.4 |
 OG0900| OG0901 NIAGARA FALLS R STA WJJL MAST       APPROX. 6.4 KM 0961708.5 |
 OG0900| OG0899 NIAGARA FALLS SKYLON TOWER            1.980 METERS 17434     |
 OG0900|---------------------------------------------------------------------|
 OG0900
 OG0900                          SUPERSEDED SURVEY CONTROL
 OG0900
 OG0900  NAD 83(1986)-  43 05 06.55008(N)    079 04 46.73232(W) AD(       ) 1
 OG0900  NAD 27      -  43 05 06.28630(N)    079 04 47.51856(W) AD(       ) 1
 OG0900  NGVD 29 (07/19/86)  328.1    (m)         1076.     (f) VERT ANG       
 OG0900
 OG0900.Superseded values are not recommended for survey control.
 OG0900
 OG0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0900.See file dsdata.pdf to determine how the superseded data were derived.
 OG0900
 OG0900_MARKER: Z = SEE DESCRIPTION
 OG0900_SETTING: 0 = UNSPECIFIED SETTING
 OG0900_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0900
 OG0900  HISTORY     - Date     Condition        Report By
 OG0900  HISTORY     - 1972     MONUMENTED       NGS
 OG0900  HISTORY     - 1973     GOOD             NGS
 OG0900  HISTORY     - 19910612 GOOD             USPSQD
 OG0900
 OG0900                          STATION DESCRIPTION
 OG0900
 OG0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (HLM)
 OG0900'STATION IS LOCATED ATOP THE SKYLON OBSERVATION TOWER (TALLEST 1 OF
 OG0900'3) IN DOWNTOWN NIAGARA FALLS CANADA.
 OG0900'
 OG0900'THE STATION IS MARKED BY AN UNSTAMPED 1/2 INCH BRONZE PLUG EMBEDDED
 OG0900'IN THE NYLON SURFACE OF THE ROOF.  IT IS 4 FEET NORTH OF THE NORTH
 OG0900'EDGE OF THE TAPERED METAL POLE IN THE CENTER OF THE ROOF AND 3 FEET
 OG0900'EAST OF THE DOOR LEADING TO THE ROOF.
 OG0900'
 OG0900'SKYLON SPIRE IS A TAPERED METAL POLE APPROXIMATELY 50 FEET IN HEIGHT
 OG0900'LOCATED IN THE APPROXIMATE CENTER OF THE ROOF.
 OG0900'
 OG0900'NOTE--NO REFERENCE MARKS WERE SET AT THE REQUEST OF THE PROPERTY
 OG0900'OWNER.
 OG0900'
 OG0900'NEAREST TOWN--NIAGARA FALLS.
 OG0900'
 OG0900'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 OG0900
 OG0900                          STATION RECOVERY (1973)
 OG0900
 OG0900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CRM)
 OG0900'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 OG0900'THE DESCRIPTION BY THE NATIONAL GEODETIC SURVEY IS ADEQUATE.  THERE
 OG0900'IS SOME CONFUSION ABOUT THE CORRECT DESIGNATION FOR THIS STATION.  THE
 OG0900'NATIONAL GEODETIC SURVEY REFERS TO THIS POINT AS SKYLON, BUT THE
 OG0900'GEODETIC SURVEY OF CANADA DESIGNATES THE FLASHING RED LIGHT ON THE TOP
 OG0900'OF THE SKYLON AS SKYLON.  OUR (INTERNATIONAL BOUNDARY COMMISSION)
 OG0900'OBSERVATIONS WERE MADE FROM THE 1/2 - INCH BRONZE PLUG DESCRIBED IN
 OG0900'THE 1972 NGS DESCRIPTION BY GMB.
 OG0900
 OG0900                          STATION RECOVERY (1991)
 OG0900
 OG0900'RECOVERY NOTE BY US POWER SQUADRON 1991 (HEE)
 OG0900'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2351 ***********************************************************************
 PG2351  DESIGNATION -  ST ARMAND
 PG2351  PID         -  PG2351
 PG2351  STATE/COUNTY-  PQ/BROME MISSISQUOI
 PG2351  COUNTRY     -  CANADA
 PG2351  NTS MAPSHEET-  COWANSVILLE (2020)
 PG2351
 PG2351                         *CURRENT SURVEY CONTROL
 PG2351  ______________________________________________________________________
 PG2351* NAD 83(1996) POSITION- 45 02 46.86609(N) 072 44 20.98170(W)   ADJUSTED
 PG2351* NAVD 88 ORTHO HEIGHT -   711.61  (+/-2cm)     2334.7   (feet) VERTCON
 PG2351  ______________________________________________________________________
 PG2351  GEOID HEIGHT    -        -29.047 (meters)                     EGM08
 PG2351  HORZ ORDER      -  FIRST
 PG2351  VERT ORDER      -  THIRD ? (See Below)
 PG2351
 PG2351.The positional and height information provided upon this datasheet are not
 PG2351.officially recognized by the Government of Canada, provincial governments
 PG2351.within Canada, nor are they intended to replace or substitute for them.
 PG2351.The intent of sharing this data is to allow access to positions or heights
 PG2351.recognized by the United States Government. Passive control that is used by
 PG2351.both nations may share the same or similar designations or descriptions but
 PG2351.do not share official positions or heights. The 'Station Description' may
 PG2351.originate from a Canadian 'Station Report' and if so contains information
 PG2351.licensed under the 'Open Government License - Canada'.
 PG2351
 PG2351.The horizontal coordinates were established by classical geodetic methods
 PG2351.and adjusted by the National Geodetic Survey in May 1998.
 PG2351
 PG2351.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2351
 PG2351.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2351
 PG2351.The vertical order pertains to the NGVD 29 superseded value.
 PG2351
 PG2351.Click photographs - Photos may exist for this station.
 PG2351
 PG2351. The following values were computed from the NAD 83(1996) position.
 PG2351
 PG2351;                    North         East     Units Scale Factor Converg.
 PG2351;UTM  18      - 4,990,586.049   678,044.914   MT  0.99998980   +1 36 01.3
 PG2351
 PG2351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2351!UTM  18      -   0.99989300  x   0.99998980  =   0.99988280
 PG2351
 PG2351:                Primary Azimuth Mark                     Grid Az
 PG2351:UTM  18      -  YAMASKA                                  345 30 41.0
 PG2351
 PG2351_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXQ7804490586(NAD 83)
 PG2351
 PG2351|---------------------------------------------------------------------|
 PG2351| PID    Reference Object                     Distance      Geod. Az  |
 PG2351|                                                           dddmmss.s |
 PG2351| PG2617 YAMASKA                                            3470642.3 |
 PG2351|---------------------------------------------------------------------|
 PG2351
 PG2351                          SUPERSEDED SURVEY CONTROL
 PG2351
 PG2351  NAD 83(1992)-  45 02 46.86474(N)    072 44 20.98097(W) AD(       ) 1
 PG2351  NAD 83(1986)-  45 02 46.87529(N)    072 44 20.97787(W) AD(       ) 1
 PG2351  NAD 27      -  45 02 46.71150(N)    072 44 22.45758(W) AD(       ) 1
 PG2351  USSD        -  45 02 47.11700(N)    072 44 22.84400(W) AD(       ) 3
 PG2351  NGVD 29             711.72   (m)         2335.0    (f) LEVELING    3  
 PG2351
 PG2351.Superseded values are not recommended for survey control.
 PG2351
 PG2351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2351.See file dsdata.pdf to determine how the superseded data were derived.
 PG2351
 PG2351_MARKER: B = BOLT
 PG2351_SETTING: 66 = SET IN ROCK OUTCROP
 PG2351_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PG2351+STABILITY: POSITION/ELEVATION WELL
 PG2351
 PG2351  HISTORY     - Date     Condition        Report By
 PG2351  HISTORY     - 1910     MONUMENTED       GSC
 PG2351  HISTORY     - 1975     GOOD             IBC
 PG2351
 PG2351                          STATION DESCRIPTION
 PG2351
 PG2351'DESCRIBED BY GEODETIC SURVEY OF CANADA 1910
 PG2351'IN ST ARMAND SEIGNEURY, ON THE TOP OF A MOUNTAIN CALLED THE
 PG2351'PINNACLE.  THE STATION IS MOST EASILY REACHED FROM THE TOWN OF
 PG2351'RICHFORD, VT, ON THE NEWPORT AND BOSTON BRANCH OF THE CANADIAN
 PG2351'PACIFIC RAILWAY, BY A DRIVE OF 4 MILES TO THE FARM OF FS CLARK,
 PG2351'AND THENCE BY WAY OF A PATH LEADING FROM THE BACK OF HIS FARM TO
 PG2351'THE TOP OF THE MOUNTAIN.  THE TOP OF THE MOUNTAIN IS ALMOST BARE
 PG2351'ROCK, WITH SCATTERED SMALL SCRUB.  AN UBOBSTRUCTED VIEW CAN BE HAD
 PG2351'IN ALL DIRECTIONS.  TO THE NORTH OF THE SUMMIT IS A TRIANGULATION
 PG2351'STATION USED BY THE MILITIA DEPARTMENT, MARKED BY A COPPER BOLT
 PG2351'WITH A CROSS ON IT.  THE SUMMIT OF THE HILL IS A FLAT ROCK, WHICH
 PG2351'WAS SELECTED AS THE BEST LOCATION FOR THE STATION.
 PG2351'
 PG2351'STATION MARK--COPPER BOLT LEADED IN THE ROCK.  AN EQUILATERAL
 PG2351'TRIANGLE IS CUT AROUND IT, THE BOLT IS STAMPED WITH THE CANADIAN
 PG2351'GEODETJIC SURVEY DIE, IT IS REFERENCED BY THE TRIANGULATION MARK OF
 PG2351'THE CANADIAN MILITIA DEPARTMENT AND BY THREE ARROWS CUT IN THE
 PG2351'ROCK, WITH COPPER BOLTS AT THEIR POINTS.
 PG2351
 PG2351                          STATION RECOVERY (1975)
 PG2351
 PG2351'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1975 (NP)
 PG2351'STATION WAS RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 RG0111 ***********************************************************************
 RG0111  DESIGNATION -  STANDON
 RG0111  PID         -  RG0111
 RG0111  STATE/COUNTY-  PQ/LES ETCHEMINS
 RG0111  COUNTRY     -  CANADA
 RG0111  NTS MAPSHEET-  SAINT-MAGLOIRE (2020)
 RG0111
 RG0111                         *CURRENT SURVEY CONTROL
 RG0111  ______________________________________________________________________
 RG0111* NAD 83(1996) POSITION- 46 36 17.52756(N) 070 29 17.19416(W)   ADJUSTED
 RG0111* NAVD 88 ORTHO HEIGHT -   915.67  (+/-2cm)     3004.2   (feet) VERTCON
 RG0111  ______________________________________________________________________
 RG0111  GEOID HEIGHT    -        -27.341 (meters)                     EGM08
 RG0111  HORZ ORDER      -  FIRST
 RG0111  VERT ORDER      -  THIRD ? (See Below)
 RG0111
 RG0111.The positional and height information provided upon this datasheet are not
 RG0111.officially recognized by the Government of Canada, provincial governments
 RG0111.within Canada, nor are they intended to replace or substitute for them.
 RG0111.The intent of sharing this data is to allow access to positions or heights
 RG0111.recognized by the United States Government. Passive control that is used by
 RG0111.both nations may share the same or similar designations or descriptions but
 RG0111.do not share official positions or heights. The 'Station Description' may
 RG0111.originate from a Canadian 'Station Report' and if so contains information
 RG0111.licensed under the 'Open Government License - Canada'.
 RG0111
 RG0111.The horizontal coordinates were established by classical geodetic methods
 RG0111.and adjusted by the National Geodetic Survey in March 1998.
 RG0111
 RG0111.The NAVD 88 height was computed by applying the VERTCON shift value to
 RG0111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RG0111
 RG0111.Significant digits in the geoid height do not necessarily reflect accuracy.
 RG0111
 RG0111.The vertical order pertains to the NGVD 29 superseded value.
 RG0111
 RG0111.Click photographs - Photos may exist for this station.
 RG0111
 RG0111. The following values were computed from the NAD 83(1996) position.
 RG0111
 RG0111;                    North         East     Units Scale Factor Converg.
 RG0111;UTM  19      - 5,162,331.647   386,034.974   MT  0.99975964   -1 04 53.1
 RG0111
 RG0111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0111!UTM  19      -   0.99986077  x   0.99975964  =   0.99962044
 RG0111
 RG0111:                Primary Azimuth Mark                     Grid Az
 RG0111:UTM  19      -  LINIERE=TS 55                            175 07 21.3
 RG0111
 RG0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCM8603462331(NAD 83)
 RG0111
 RG0111|---------------------------------------------------------------------|
 RG0111| PID    Reference Object                     Distance      Geod. Az  |
 RG0111|                                                           dddmmss.s |
 RG0111| QH0201 LINIERE=TS 55                       APPROX.86.7 KM 1740228.2 |
 RG0111|---------------------------------------------------------------------|
 RG0111
 RG0111                          SUPERSEDED SURVEY CONTROL
 RG0111
 RG0111  NAD 83(1992)-  46 36 17.52506(N)    070 29 17.16571(W) AD(       ) 1
 RG0111  NAD 83(1986)-  46 36 17.53024(N)    070 29 17.19790(W) AD(       ) 1
 RG0111  NAD 27      -  46 36 17.38593(N)    070 29 18.87176(W) AD(       ) 1
 RG0111  USSD        -  46 36 17.89800(N)    070 29 19.35900(W) AD(       ) 3
 RG0111  NGVD 29 (07/19/86)  915.81   (m)         3004.6    (f) LEVELING    3  
 RG0111
 RG0111.Superseded values are not recommended for survey control.
 RG0111
 RG0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0111.See file dsdata.pdf to determine how the superseded data were derived.
 RG0111
 RG0111_MARKER: B = BOLT
 RG0111_SETTING: 0 = UNSPECIFIED SETTING
 RG0111
 RG0111  HISTORY     - Date     Condition        Report By
 RG0111  HISTORY     - 1914     MONUMENTED       GSC
 RG0111
 RG0111                          STATION DESCRIPTION
 RG0111
 RG0111'DESCRIBED BY GEODETIC SURVEY OF CANADA 1914 (TF)
 RG0111'ON LOT 3, RANGE 14, OF STANDON TOWNSHIP, ABOUT 6 MILES SOUTH OF
 RG0111'ST PHILEMON, QUEBEC, AND 15 MILES NORTHWEST OF ST CAMILLE, QUEBEC, ON
 RG0111'THE SUMMIT OF A LARGE, HIGH , WOODED MOUNTAIN WITH STEEP SIDES.  THE
 RG0111'STATION IS ON THE HIGHEST PART OF THE MOUNTAIN, FROM WHICH THREE
 RG0111'SPURS RUN, ONE NORTHWEST, ONE EAST, AND ONE SOUTH.
 RG0111'
 RG0111'STATION MARK--A THREE - FOURTHS - INCH COPPER BOLT LEADED IN ROCK
 RG0111'FROM WHICH THE LOAM HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 PG2199 ***********************************************************************
 PG2199  DESIGNATION -  STANSTEAD BM
 PG2199  PID         -  PG2199
 PG2199  STATE/COUNTY-  PQ/MEMPHREMAGOG
 PG2199  COUNTRY     -  CANADA
 PG2199  NTS MAPSHEET-  LAC MEMPHREMAGOG (2020)
 PG2199
 PG2199                         *CURRENT SURVEY CONTROL
 PG2199  ______________________________________________________________________
 PG2199* NAD 83(1996) POSITION- 45 01 09.00797(N) 072 05 48.73127(W)   ADJUSTED
 PG2199* NAVD 88 ORTHO HEIGHT -   306.79  (+/-2cm)     1006.5   (feet) VERTCON
 PG2199  ______________________________________________________________________
 PG2199  GEOID HEIGHT    -        -28.499 (meters)                     EGM08
 PG2199  HORZ ORDER      -  SECOND
 PG2199  VERT ORDER      -  THIRD ? (See Below)
 PG2199
 PG2199.The positional and height information provided upon this datasheet are not
 PG2199.officially recognized by the Government of Canada, provincial governments
 PG2199.within Canada, nor are they intended to replace or substitute for them.
 PG2199.The intent of sharing this data is to allow access to positions or heights
 PG2199.recognized by the United States Government. Passive control that is used by
 PG2199.both nations may share the same or similar designations or descriptions but
 PG2199.do not share official positions or heights. The 'Station Description' may
 PG2199.originate from a Canadian 'Station Report' and if so contains information
 PG2199.licensed under the 'Open Government License - Canada'.
 PG2199
 PG2199.The horizontal coordinates were established by classical geodetic methods
 PG2199.and adjusted by the National Geodetic Survey in May 1998.
 PG2199
 PG2199.The NAVD 88 height was computed by applying the VERTCON shift value to
 PG2199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PG2199
 PG2199.Significant digits in the geoid height do not necessarily reflect accuracy.
 PG2199
 PG2199.The vertical order pertains to the NGVD 29 superseded value.
 PG2199
 PG2199.Click photographs - Photos may exist for this station.
 PG2199
 PG2199. The following values were computed from the NAD 83(1996) position.
 PG2199
 PG2199;                    North         East     Units Scale Factor Converg.
 PG2199;UTM  18      - 4,989,180.574   728,734.821   MT  1.00024338   +2 03 15.8
 PG2199
 PG2199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PG2199!UTM  18      -   0.99995637  x   1.00024338  =   1.00019974
 PG2199
 PG2199:                Primary Azimuth Mark                     Grid Az
 PG2199:UTM  18      -  EAST LAKE                                221 10 36.4
 PG2199
 PG2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYQ2873489180(NAD 83)
 PG2199
 PG2199|---------------------------------------------------------------------|
 PG2199| PID    Reference Object                     Distance      Geod. Az  |
 PG2199|                                                           dddmmss.s |
 PG2199| PG1619 EAST LAKE                           APPROX. 6.1 KM 2231352.2 |
 PG2199|---------------------------------------------------------------------|
 PG2199
 PG2199                          SUPERSEDED SURVEY CONTROL
 PG2199
 PG2199  NAD 83(1992)-  45 01 09.00644(N)    072 05 48.73060(W) AD(       ) 2
 PG2199  NAD 83(1986)-  45 01 09.01465(N)    072 05 48.73140(W) AD(       ) 2
 PG2199  NAD 27      -  45 01 08.83400(N)    072 05 50.38400(W) AD(       ) 2
 PG2199  NGVD 29             306.90   (m)         1006.9    (f) LEVELING    3  
 PG2199
 PG2199.Superseded values are not recommended for survey control.
 PG2199
 PG2199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PG2199.See file dsdata.pdf to determine how the superseded data were derived.
 PG2199
 PG2199_MARKER: B = BOLT
 PG2199_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PG2199_SP_SET: CULVERT HEADWALL
 PG2199_STAMPING: BM NO 34
 PG2199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PG2199+STABILITY: SURFACE MOTION
 PG2199
 PG2199  HISTORY     - Date     Condition        Report By
 PG2199  HISTORY     - 1917     MONUMENTED       GSC
 PG2199
 PG2199                          STATION DESCRIPTION
 PG2199
 PG2199'DESCRIBED BY GEODETIC SURVEY OF CANADA 1917 (JDC)
 PG2199'IN STANSTEAD TOWNSHIP, IN THE EAST END OF THE NORTH FACE OF THE
 PG2199'CAPSTONE ON THE NORTH END OF THE OLD STONE CULVERT UNDER THE
 PG2199'BOSTON AND MAINE RAILROAD, 45 FEET EAST OF THE WATER TANK AT
 PG2199'STANSTEAD, QUEBEC, RAILWAY STATION.
 PG2199'
 PG2199'STATION MARK--BENCH MARK BOLT OF THE GEODETIC SURVEY
 PG2199'OF CANADA, STAMPED---B.M.NO.34---.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 QH0367 ***********************************************************************
 QH0367  DESIGNATION -  STEEP 437 ECC IBC
 QH0367  PID         -  QH0367
 QH0367  STATE/COUNTY-  PQ/LE GRANIT
 QH0367  COUNTRY     -  CANADA
 QH0367  NTS MAPSHEET-  WOBURN (2020)
 QH0367
 QH0367                         *CURRENT SURVEY CONTROL
 QH0367  ______________________________________________________________________
 QH0367* NAD 83(1996) POSITION- 45 19 40.34006(N) 070 48 39.83283(W)   ADJUSTED
 QH0367* NAVD 88 ORTHO HEIGHT -   913.    (meters)     2995.    (feet) SCALED
 QH0367  ______________________________________________________________________
 QH0367  GEOID HEIGHT    -        -26.540 (meters)                     EGM08
 QH0367  HORZ ORDER      -  THIRD
 QH0367
 QH0367.The positional and height information provided upon this datasheet are not
 QH0367.officially recognized by the Government of Canada, provincial governments
 QH0367.within Canada, nor are they intended to replace or substitute for them.
 QH0367.The intent of sharing this data is to allow access to positions or heights
 QH0367.recognized by the United States Government. Passive control that is used by
 QH0367.both nations may share the same or similar designations or descriptions but
 QH0367.do not share official positions or heights. The 'Station Description' may
 QH0367.originate from a Canadian 'Station Report' and if so contains information
 QH0367.licensed under the 'Open Government License - Canada'.
 QH0367
 QH0367.The horizontal coordinates were established by classical geodetic methods
 QH0367.and adjusted by the National Geodetic Survey in May 1998.
 QH0367
 QH0367.The orthometric height was scaled from a topographic map.
 QH0367
 QH0367.Significant digits in the geoid height do not necessarily reflect accuracy.
 QH0367
 QH0367.Click photographs - Photos may exist for this station.
 QH0367
 QH0367. The following values were computed from the NAD 83(1996) position.
 QH0367
 QH0367;                    North         East     Units Scale Factor Converg.
 QH0367;UTM  19      - 5,020,969.273   358,077.061   MT  0.99984766   -1 17 17.3
 QH0367
 QH0367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0367!UTM  19      -   0.99986106  x   0.99984766  =   0.99970874
 QH0367
 QH0367:                Primary Azimuth Mark                     Grid Az
 QH0367:UTM  19      -  SNOW IBC                                 118 07 42.2
 QH0367
 QH0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL5807720969(NAD 83)
 QH0367
 QH0367|---------------------------------------------------------------------|
 QH0367| PID    Reference Object                     Distance      Geod. Az  |
 QH0367|                                                           dddmmss.s |
 QH0367| QH0344 MON 437 IBC                          26.487 METERS 06936     |
 QH0367| QH0256 SNOW IBC                            APPROX. 9.0 KM 1165024.9 |
 QH0367| QH0338 MON 438 ECC IBC                     479.884 METERS 1662101.4 |
 QH0367|---------------------------------------------------------------------|
 QH0367
 QH0367                          SUPERSEDED SURVEY CONTROL
 QH0367
 QH0367  NAD 83(1992)-  45 19 40.33902(N)    070 48 39.82913(W) AD(       ) 3
 QH0367  NAD 83(1992)-  45 19 40.34564(N)    070 48 39.82627(W) AD(       ) 3
 QH0367  NAD 83(1986)-  45 19 40.34294(N)    070 48 39.83171(W) AD(       ) 3
 QH0367  NAD 27      -  45 19 40.16500(N)    070 48 41.58400(W) AD(       ) 3
 QH0367
 QH0367.Superseded values are not recommended for survey control.
 QH0367
 QH0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0367.See file dsdata.pdf to determine how the superseded data were derived.
 QH0367
 QH0367_MARKER: DD = SURVEY DISK
 QH0367_SETTING: 66 = SET IN ROCK OUTCROP
 QH0367_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QH0367+STABILITY: POSITION/ELEVATION WELL
 QH0367
 QH0367  HISTORY     - Date     Condition        Report By
 QH0367  HISTORY     - 1916     MONUMENTED       IBC
 QH0367  HISTORY     - 1941     GOOD             IBC
 QH0367
 QH0367                          STATION DESCRIPTION
 QH0367
 QH0367'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1916 (JH)
 QH0367'IN WOBURN TOWNSHIP, ON THE BOUNDARY RIDGE.  THE STATION IS WEST OF
 QH0367'MONUMENT 437, AND VERY CLOSE TO THE BOUNDARY.
 QH0367'
 QH0367'STATION MARK--A BRONZE DISK CEMENTED IN A DRILL HOLE IN ROCK
 QH0367'OUTCROPPING.  MONUMENT 437 IS 86.90 FEET DISTANT, N 69 DEG 36 MIN E,
 QH0367'FROM THE STATION.
 QH0367
 QH0367                          STATION RECOVERY (1941)
 QH0367
 QH0367'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (FHB)
 QH0367'STATION RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 OG0893 ***********************************************************************
 OG0893  DESIGNATION -  STEPS IWC
 OG0893  PID         -  OG0893
 OG0893  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 OG0893  COUNTRY     -  CANADA
 OG0893  NTS MAPSHEET-  NIAGARA (2020)
 OG0893
 OG0893                         *CURRENT SURVEY CONTROL
 OG0893  ______________________________________________________________________
 OG0893* NAD 83(1996) POSITION- 43 14 33.31502(N) 079 03 32.80589(W)   ADJUSTED
 OG0893* NAVD 88 ORTHO HEIGHT -    91.    (meters)      299.    (feet) SCALED
 OG0893  ______________________________________________________________________
 OG0893  GEOID HEIGHT    -        -36.762 (meters)                     EGM08
 OG0893  HORZ ORDER      -  THIRD
 OG0893
 OG0893.The positional and height information provided upon this datasheet are not
 OG0893.officially recognized by the Government of Canada, provincial governments
 OG0893.within Canada, nor are they intended to replace or substitute for them.
 OG0893.The intent of sharing this data is to allow access to positions or heights
 OG0893.recognized by the United States Government. Passive control that is used by
 OG0893.both nations may share the same or similar designations or descriptions but
 OG0893.do not share official positions or heights. The 'Station Description' may
 OG0893.originate from a Canadian 'Station Report' and if so contains information
 OG0893.licensed under the 'Open Government License - Canada'.
 OG0893
 OG0893.The horizontal coordinates were established by classical geodetic methods
 OG0893.and adjusted by the National Geodetic Survey in January 1999.
 OG0893
 OG0893.The orthometric height was scaled from a topographic map.
 OG0893
 OG0893.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0893
 OG0893.Click photographs - Photos may exist for this station.
 OG0893
 OG0893. The following values were computed from the NAD 83(1996) position.
 OG0893
 OG0893;                    North         East     Units Scale Factor Converg.
 OG0893;UTM  17      - 4,789,583.126   657,576.636   MT  0.99990545   +1 19 47.8
 OG0893
 OG0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0893!UTM  17      -   0.99999152  x   0.99990545  =   0.99989697
 OG0893
 OG0893:                Primary Azimuth Mark                     Grid Az
 OG0893:UTM  17      -  VINCENT PIER                             022 22 44.0
 OG0893
 OG0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5757689583(NAD 83)
 OG0893
 OG0893|---------------------------------------------------------------------|
 OG0893| PID    Reference Object                     Distance      Geod. Az  |
 OG0893|                                                           dddmmss.s |
 OG0893| OG0891 OAK IBC                             326.950 METERS 00717     |
 OG0893| OG0748 VINCENT PIER                        APPROX. 1.5 KM 0234231.8 |
 OG0893| OG0758 YOUNGSTOWN WATER TANK IBC           APPROX. 1.2 KM 0420840.9 |
 OG0893| OG0789 NIAGARA ON LAKE STELLA X IBC        APPROX. 4.9 KM 1623035.4 |
 OG0893|---------------------------------------------------------------------|
 OG0893
 OG0893                          SUPERSEDED SURVEY CONTROL
 OG0893
 OG0893  NAD 83(1986)-  43 14 33.32010(N)    079 03 32.80654(W) AD(       ) 3
 OG0893  NAD 27      -  43 14 33.09900(N)    079 03 33.65900(W) AD(       ) 3
 OG0893
 OG0893.Superseded values are not recommended for survey control.
 OG0893
 OG0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0893.See file dsdata.pdf to determine how the superseded data were derived.
 OG0893
 OG0893_MARKER: DD = SURVEY DISK
 OG0893_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OG0893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0893
 OG0893  HISTORY     - Date     Condition        Report By
 OG0893  HISTORY     - 1912     MONUMENTED       IWC
 OG0893  HISTORY     - 1971     GOOD             IBC
 OG0893
 OG0893                          STATION DESCRIPTION
 OG0893
 OG0893'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1912 (JLS)
 OG0893'ON THE WEST SHORE OF THE NIAGARA RIVER, ABOUT FIVE - EIGHTS MILE
 OG0893'SOUTH OF FORT GEORGE, NIAGARA - ON - THE - LAKE, AND EAST OF THE
 OG0893'SOUTHERN END OF THE EAST GUARD RAIL AROUND THE SECTION OF THE MACADAM
 OG0893'ROAD WHICH CURVES AWAY FROM THE RIVER BANK FROM A POINT JUST SOUTH OF
 OG0893'FORT GEORGE.  THE STATION IS 6 FEET WEST OF THE TOP OF THE HIGH BANK
 OG0893'ALONG THE RIVER AT A PLACE WHERE TWO MEDIUM AND FOUR SMALL TREES ARE
 OG0893'GROWING PART WAY DOWN THE BANK.
 OG0893'
 OG0893'STATION MARK, AN IBC STANDARD BRONZE - DISK STATION MARK SET FLUSH
 OG0893'WITH THE SURFACE OF THE GROUND IN THE TOP OF A CYLINDER OF CONCRETE
 OG0893'8 INCHES IN DIAMETER AND 18 INCHES IN DEPTH.  THE SUBSURFACE MARK IS
 OG0893'A CUT IN THE THE CENTER OF THE SHARP END OF A BRASS WEDGE SET 18
 OG0893'INCHES UNDERGROUND IN THE TOP OF A CYLINDER OF CONCRETE 9 INCHES IN
 OG0893'DIAMETER AND 12 INCHES IN DEPTH.  THERE ARE TWO REFERENCES.  NO 1 IS
 OG0893'A DRILL HOLE 1 INCH IN DIAMETER AND 1-1/4 INCHES IN DEPTH IN THE TOP
 OG0893'OF A ROCK 3 BY 1 FEET WHOSE TOP IS 6 INCHES ABOVE THE SURFACE OF THE
 OG0893'GROUND.  THE ROCK IS 50 FEET EAST OF THE EDGE OF THE ROAD AND 35 FEET
 OG0893'SOUTH OF THE END OF THE GUARD RAIL.  IT IS THE ONLY ROCK IN SIGHT ON
 OG0893'THE EAST SIDE OF THE ROAD AND IS JUST OPPOSITE A LARGE ROCK IN THE
 OG0893'WEST DITCH OF THE ROAD.  NO 2 IS A DRILL HOLE 1 INCH IN DIAMETER AND
 OG0893'1-1/2 INCHES IN DEPTH IN A SOLID ROCK 3 BY 3 FEET WHOSE TOP IS 2
 OG0893'INCHES ABOVE THE SURFACE OF THE GROUND.  THE ROCK IS 10 FEET FROM THE
 OG0893'TOP OF THE HIGH BANK OF THE RIVER.
 OG0893
 OG0893                          STATION RECOVERY (1971)
 OG0893
 OG0893'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 OG0893'THE STATION AND REFERENCE NO 2 WERE RECOVERED AS DESCRIBED AND FOUND
 OG0893'IN GOOD CONDITION.  IN THE VICINITY OF REFERENCE NO 1 THERE HAS BEEN
 OG0893'GRADING AND REFERENCE NO 1 WAS NOT RECOVERED.  A STEEL, WITNESS POST
 OG0893'WITH METAL SIGN ATTACHED WAS SET 9.5 FEET SOUTH OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 NC1615 ***********************************************************************
 NC1615  DESIGNATION -  STOCKDALE
 NC1615  PID         -  NC1615
 NC1615  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 NC1615  COUNTRY     -  CANADA
 NC1615  NTS MAPSHEET-  FORT ERIE (2020)
 NC1615
 NC1615                         *CURRENT SURVEY CONTROL
 NC1615  ______________________________________________________________________
 NC1615* NAD 83(1996) POSITION- 42 56 55.88360(N) 078 57 33.63408(W)   ADJUSTED
 NC1615* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 NC1615  ______________________________________________________________________
 NC1615  GEOID HEIGHT    -        -36.016 (meters)                     EGM08
 NC1615  HORZ ORDER      -  THIRD
 NC1615
 NC1615.The positional and height information provided upon this datasheet are not
 NC1615.officially recognized by the Government of Canada, provincial governments
 NC1615.within Canada, nor are they intended to replace or substitute for them.
 NC1615.The intent of sharing this data is to allow access to positions or heights
 NC1615.recognized by the United States Government. Passive control that is used by
 NC1615.both nations may share the same or similar designations or descriptions but
 NC1615.do not share official positions or heights. The 'Station Description' may
 NC1615.originate from a Canadian 'Station Report' and if so contains information
 NC1615.licensed under the 'Open Government License - Canada'.
 NC1615
 NC1615.The horizontal coordinates were established by classical geodetic methods
 NC1615.and adjusted by the National Geodetic Survey in January 1999.
 NC1615
 NC1615.The orthometric height was scaled from a topographic map.
 NC1615
 NC1615.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC1615
 NC1615.Click photographs - Photos may exist for this station.
 NC1615
 NC1615. The following values were computed from the NAD 83(1996) position.
 NC1615
 NC1615;                    North         East     Units Scale Factor Converg.
 NC1615;UTM  17      - 4,757,155.744   666,471.070   MT  0.99994093   +1 23 26.6
 NC1615
 NC1615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1615!UTM  17      -   0.99997807  x   0.99994093  =   0.99991901
 NC1615
 NC1615:                Primary Azimuth Mark                     Grid Az
 NC1615:UTM  17      -  SHIPYARD                                 295 56 01.8
 NC1615
 NC1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6647157155(NAD 83)
 NC1615
 NC1615|---------------------------------------------------------------------|
 NC1615| PID    Reference Object                     Distance      Geod. Az  |
 NC1615|                                                           dddmmss.s |
 NC1615| NC1530 TONAWANDA DUNLOP TIRES TANK         APPROX. 4.3 KM 0544157.9 |
 NC1615| NC1588 BUFF DUPONT TANK                    APPROX. 4.0 KM 0622557.1 |
 NC1615| CZ9869 STOCKDALE RM 1                       15.479 METERS 12345     |
 NC1615| NC1621 SHIPYARD                            APPROX. 1.4 KM 2971928.4 |
 NC1615|---------------------------------------------------------------------|
 NC1615
 NC1615                          SUPERSEDED SURVEY CONTROL
 NC1615
 NC1615  NAD 83(1986)-  42 56 55.88955(N)    078 57 33.63163(W) AD(       ) 3
 NC1615  NAD 27      -  42 56 55.68300(N)    078 57 34.48900(W) AD(       ) 3
 NC1615
 NC1615.Superseded values are not recommended for survey control.
 NC1615
 NC1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1615.See file dsdata.pdf to determine how the superseded data were derived.
 NC1615
 NC1615_MARKER: X = CHISELED CROSS
 NC1615_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 NC1615_SP_SET: OBJECT DRIVEN INTO GROUND
 NC1615
 NC1615  HISTORY     - Date     Condition        Report By
 NC1615  HISTORY     - 1909     MONUMENTED       IWC
 NC1615  HISTORY     - 1956     GOOD             IBC
 NC1615  HISTORY     - 1971     MARK NOT FOUND   IBC
 NC1615
 NC1615                          STATION DESCRIPTION
 NC1615
 NC1615'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1909 (GCB)
 NC1615'ON THE CANADIAN SIDE OF THE NIAGARA RIVER, ABOUT 3 MILES BELOW THE
 NC1615'INTERNATIONAL BRIDGE, ON A SMALL WOODED POINT OPPOSITE BEAVER ISLAND
 NC1615'STATE PARK.  THE STATION IS 18 FEET FROM THE EDGE OF THE RIVER BANK,
 NC1615'45 FEET FROM THE CENTER OF QUEEN VICTORIA PARKWAY, AND 2.7 FEET
 NC1615'NORTHEAST OF AN 8 - INCH CYLINDER OF CONCRETE WHOSE TOP IS 3 INCHES
 NC1615'BELOW THE SURFACE OF THE GROUND.
 NC1615'
 NC1615'STATION MARK, A CROSS, 1 FOOT BELOW THE SURFACE OF THE GROUND, ON
 NC1615'THE TOP OF A 6 - INCH CUT STONE MONUMENT.  THERE ARE NINE REFERENCES.
 NC1615'NO 1 IS A USLS STANDARD BRONZE - DISK REFERENCE MARK SET 2 INCHES
 NC1615'ABOVE THE SURFACE OF THE GROUND IN THE TOP OF A CYLINDER OF CONCRETE.
 NC1615'AN ARROW CUT INTO IT POINTS ABOUT 8 FEET EAST OF THE STATION.  THE
 NC1615'REFERENCE IS ON THE NORTH SIDE OF QUEEN VICTORIA PARKWAY AT A POINT
 NC1615'3 FEET WEST OF A BLAZED ELM.  IT BEARS S - 47 DEGREES - E FROM THE
 NC1615'STATION, DISTANT 50.7 FEET.  NO 2 IS A CROSS CUT ON THE EAST END OF A
 NC1615'CULVERT.  IT BEARS S - 68 DEGREES - E FROM THE STATION, DISTANT 145
 NC1615'FEET.  NO 3, A TRIANGULAR BLAZE ON A 16 - INCH ELM, BEARS S - 49
 NC1615'DEGREES - E FROM THE STATION, DISTANT 54.5 FEET.  NO 4, AN 18 - INCH
 NC1615'ELM, BEARS S - 15 DEGREES - E FROM THE STATION, DISTANT 19.2 FEET.
 NC1615'NO 5, ANOTHER 18 - INCH ELM, BEARS S- 62 DEGREES - W FROM THE STATION,
 NC1615'DISTANT 36.2 FEET.  NO 6, A 12 - INCH ELM, BEARS N - 26 DEGREES - W
 NC1615'FROM THE STATION, DISTANT 8.9 FEET.  NO 7, A 9 - INCH ASH, IS 29.75
 NC1615'FEET NORTHWEST OF THE STATION.  NO 8, A 12 - INCH ASH, IS 35.68 FEET
 NC1615'NORTHEAST OF THE STATION.  NO 9, AN 18 - INCH ELM, DOUBLE AT THE
 NC1615'BOTTOM, IS 34.52 FEET EAST OF THE STATION.
 NC1615
 NC1615                          STATION RECOVERY (1956)
 NC1615
 NC1615'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956 (NWS)
 NC1615'STATION RECOVERED IN GOOD CONDITION.
 NC1615
 NC1615                          STATION RECOVERY (1971)
 NC1615
 NC1615'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 NC1615'STATION SEARCHED FOR BUT NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 QH0695 ***********************************************************************
 QH0695  DESIGNATION -  SUP
 QH0695  PID         -  QH0695
 QH0695  STATE/COUNTY-  PQ/COATICOOK
 QH0695  COUNTRY     -  CANADA
 QH0695  NTS MAPSHEET-  COATICOOK (2020)
 QH0695
 QH0695                         *CURRENT SURVEY CONTROL
 QH0695  ______________________________________________________________________
 QH0695* NAD 83(1996) POSITION- 45 01 47.35903(N) 071 48 47.54024(W)   ADJUSTED
 QH0695* NAVD 88 ORTHO HEIGHT -   546.    (meters)     1791.    (feet) SCALED
 QH0695  ______________________________________________________________________
 QH0695  GEOID HEIGHT    -        -28.283 (meters)                     EGM08
 QH0695  HORZ ORDER      -  SECOND
 QH0695
 QH0695.The positional and height information provided upon this datasheet are not
 QH0695.officially recognized by the Government of Canada, provincial governments
 QH0695.within Canada, nor are they intended to replace or substitute for them.
 QH0695.The intent of sharing this data is to allow access to positions or heights
 QH0695.recognized by the United States Government. Passive control that is used by
 QH0695.both nations may share the same or similar designations or descriptions but
 QH0695.do not share official positions or heights. The 'Station Description' may
 QH0695.originate from a Canadian 'Station Report' and if so contains information
 QH0695.licensed under the 'Open Government License - Canada'.
 QH0695
 QH0695.The horizontal coordinates were established by classical geodetic methods
 QH0695.and adjusted by the National Geodetic Survey in May 1998.
 QH0695
 QH0695.The orthometric height was scaled from a topographic map.
 QH0695
 QH0695.Significant digits in the geoid height do not necessarily reflect accuracy.
 QH0695
 QH0695.Click photographs - Photos may exist for this station.
 QH0695
 QH0695. The following values were computed from the NAD 83(1996) position.
 QH0695
 QH0695;                    North         East     Units Scale Factor Converg.
 QH0695;UTM  19      - 4,990,113.792   278,391.389   MT  1.00020391   -1 59 27.9
 QH0695
 QH0695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0695!UTM  19      -   0.99991885  x   1.00020391  =   1.00012275
 QH0695
 QH0695:                Primary Azimuth Mark                     Grid Az
 QH0695:UTM  19      -  BROWN                                    064 02 20.8
 QH0695
 QH0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBK7839190113(NAD 83)
 QH0695
 QH0695|---------------------------------------------------------------------|
 QH0695| PID    Reference Object                     Distance      Geod. Az  |
 QH0695|                                                           dddmmss.s |
 QH0695| QH0668 BROWN                               APPROX.10.9 KM 0620252.9 |
 QH0695|---------------------------------------------------------------------|
 QH0695
 QH0695                          SUPERSEDED SURVEY CONTROL
 QH0695
 QH0695  NAD 83(1992)-  45 01 47.35766(N)    071 48 47.53973(W) AD(       ) 2
 QH0695  NAD 83(1986)-  45 01 47.36602(N)    071 48 47.53777(W) AD(       ) 2
 QH0695  NAD 27      -  45 01 47.19900(N)    071 48 49.19100(W) AD(       ) 2
 QH0695
 QH0695.Superseded values are not recommended for survey control.
 QH0695
 QH0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0695.See file dsdata.pdf to determine how the superseded data were derived.
 QH0695
 QH0695_MARKER: DD = SURVEY DISK
 QH0695_SETTING: 66 = SET IN ROCK OUTCROP
 QH0695_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QH0695+STABILITY: POSITION/ELEVATION WELL
 QH0695
 QH0695  HISTORY     - Date     Condition        Report By
 QH0695  HISTORY     - 1917     MONUMENTED       IBC
 QH0695  HISTORY     - 1971     MARK NOT FOUND   IBC
 QH0695
 QH0695                          STATION DESCRIPTION
 QH0695
 QH0695'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (JDC)
 QH0695'IN BARFORD TOWNSHIP, ON THE SOUTHERLY SLOPE OF A SPARSELY TIMBERED
 QH0695'HILL ABOUT 1 MILE NORTHWEST OF STANHOPE, QUEBEC.  THE STATION IS
 QH0695'ABOUT 3/4 OF THE DISTANCE UP THE HILL, NEAR THE CLIFFS ON THE EAST
 QH0695'FACE.
 QH0695'
 QH0695'STATION MARK--BRONZE DISK OF THE GEODETIC SURVEY OF CANADA
 QH0695'SET IN SOLID ROCK.
 QH0695
 QH0695                          STATION RECOVERY (1971)
 QH0695
 QH0695'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (NP)
 QH0695'STATION WAS NOT RECOVERED IN 1971.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 RG0083 ***********************************************************************
 RG0083  DESIGNATION -  TALON
 RG0083  PID         -  RG0083
 RG0083  STATE/COUNTY-  PQ/MONTMAGNY
 RG0083  COUNTRY     -  CANADA
 RG0083  NTS MAPSHEET-  SAINT-MAGLOIRE (2020)
 RG0083
 RG0083                         *CURRENT SURVEY CONTROL
 RG0083  ______________________________________________________________________
 RG0083* NAD 83(1996) POSITION- 46 44 35.68897(N) 070 06 08.72927(W)   ADJUSTED
 RG0083* NAVD 88 ORTHO HEIGHT -   656.43  (+/-2cm)     2153.6   (feet) VERTCON
 RG0083  ______________________________________________________________________
 RG0083  GEOID HEIGHT    -        -27.202 (meters)                     EGM08
 RG0083  HORZ ORDER      -  FIRST
 RG0083  VERT ORDER      -  THIRD ? (See Below)
 RG0083
 RG0083.The positional and height information provided upon this datasheet are not
 RG0083.officially recognized by the Government of Canada, provincial governments
 RG0083.within Canada, nor are they intended to replace or substitute for them.
 RG0083.The intent of sharing this data is to allow access to positions or heights
 RG0083.recognized by the United States Government. Passive control that is used by
 RG0083.both nations may share the same or similar designations or descriptions but
 RG0083.do not share official positions or heights. The 'Station Description' may
 RG0083.originate from a Canadian 'Station Report' and if so contains information
 RG0083.licensed under the 'Open Government License - Canada'.
 RG0083
 RG0083.The horizontal coordinates were established by classical geodetic methods
 RG0083.and adjusted by the National Geodetic Survey in March 1998.
 RG0083
 RG0083.The NAVD 88 height was computed by applying the VERTCON shift value to
 RG0083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RG0083
 RG0083.Significant digits in the geoid height do not necessarily reflect accuracy.
 RG0083
 RG0083.The vertical order pertains to the NGVD 29 superseded value.
 RG0083
 RG0083.Click photographs - Photos may exist for this station.
 RG0083
 RG0083. The following values were computed from the NAD 83(1996) position.
 RG0083
 RG0083;                    North         East     Units Scale Factor Converg.
 RG0083;UTM  19      - 5,177,222.788   415,787.177   MT  0.99968717   -0 48 10.6
 RG0083
 RG0083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RG0083!UTM  19      -   0.99990138  x   0.99968717  =   0.99958858
 RG0083
 RG0083:                Primary Azimuth Mark                     Grid Az
 RG0083:UTM  19      -  LEVERRIER                                089 01 30.0
 RG0083
 RG0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM1578777222(NAD 83)
 RG0083
 RG0083|---------------------------------------------------------------------|
 RG0083| PID    Reference Object                     Distance      Geod. Az  |
 RG0083|                                                           dddmmss.s |
 RG0083| RG0084 TALON USGS 1955 RM                    1.222 METERS 07735     |
 RG0083| RF0794 LEVERRIER                           APPROX.11.6 KM 0881319.4 |
 RG0083| DA6353 TALON AZ MK                                        0950013.7 |
 RG0083| DA6354 TALON RM 1                           22.050 METERS 23824     |
 RG0083| RG0085 TALON LOOKOUT HOUSE 1955              3.627 METERS 32341     |
 RG0083|---------------------------------------------------------------------|
 RG0083
 RG0083                          SUPERSEDED SURVEY CONTROL
 RG0083
 RG0083  NAD 83(1992)-  46 44 35.68504(N)    070 06 08.70201(W) AD(       ) 1
 RG0083  NAD 83(1986)-  46 44 35.69886(N)    070 06 08.71111(W) AD(       ) 1
 RG0083  NAD 27      -  46 44 35.55000(N)    070 06 10.41802(W) AD(       ) 1
 RG0083  NGVD 29 (07/19/86)  656.60   (m)         2154.2    (f) LEVELING    3  
 RG0083
 RG0083.Superseded values are not recommended for survey control.
 RG0083
 RG0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0083.See file dsdata.pdf to determine how the superseded data were derived.
 RG0083
 RG0083_MARKER: B = BOLT
 RG0083_SETTING: 66 = SET IN ROCK OUTCROP
 RG0083
 RG0083  HISTORY     - Date     Condition        Report By
 RG0083  HISTORY     - 1914     MONUMENTED       GSC
 RG0083
 RG0083                          STATION DESCRIPTION
 RG0083
 RG0083'DESCRIBED BY GEODETIC SURVEY OF CANADA 1914 (TF)
 RG0083'IN TALON TOWNSHIP, ABOUT 6 MILES NORTHWEST OF LAC FRONTIERE, QUEBEC,
 RG0083'ON THE SUMMIT OF A HIGH DETACHED MOUNTAIN.  THE STATION IS ABOUT 10
 RG0083'FEET EAST OF THE HIGHEST POINT, ON BARE ROCK.
 RG0083'
 RG0083'STATION MARK--A THREE - FOURTHS - INCH COPPER BOLT LEADED IN A DRILL
 RG0083'HOLE IN ROCK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 OG0873 ***********************************************************************
 OG0873  DESIGNATION -  TIE SUB
 OG0873  PID         -  OG0873
 OG0873  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 OG0873  COUNTRY     -  CANADA
 OG0873  NTS MAPSHEET-  NIAGARA (2020)
 OG0873
 OG0873                         *CURRENT SURVEY CONTROL
 OG0873  ______________________________________________________________________
 OG0873* NAD 83(1996) POSITION- 43 08 10.84298(N) 079 03 08.79659(W)   ADJUSTED
 OG0873* NAVD 88 ORTHO HEIGHT -   152.    (meters)      499.    (feet) SCALED
 OG0873  ______________________________________________________________________
 OG0873  GEOID HEIGHT    -        -36.457 (meters)                     EGM08
 OG0873  HORZ ORDER      -  THIRD
 OG0873
 OG0873.The positional and height information provided upon this datasheet are not
 OG0873.officially recognized by the Government of Canada, provincial governments
 OG0873.within Canada, nor are they intended to replace or substitute for them.
 OG0873.The intent of sharing this data is to allow access to positions or heights
 OG0873.recognized by the United States Government. Passive control that is used by
 OG0873.both nations may share the same or similar designations or descriptions but
 OG0873.do not share official positions or heights. The 'Station Description' may
 OG0873.originate from a Canadian 'Station Report' and if so contains information
 OG0873.licensed under the 'Open Government License - Canada'.
 OG0873
 OG0873.The horizontal coordinates were established by classical geodetic methods
 OG0873.and adjusted by the National Geodetic Survey in January 1999.
 OG0873
 OG0873.The orthometric height was scaled from a topographic map.
 OG0873
 OG0873.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0873
 OG0873.Click photographs - Photos may exist for this station.
 OG0873
 OG0873. The following values were computed from the NAD 83(1996) position.
 OG0873
 OG0873;                    North         East     Units Scale Factor Converg.
 OG0873;UTM  17      - 4,777,796.865   658,392.708   MT  0.99990863   +1 19 54.8
 OG0873
 OG0873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0873!UTM  17      -   0.99998191  x   0.99990863  =   0.99989054
 OG0873
 OG0873:                Primary Azimuth Mark                     Grid Az
 OG0873:UTM  17      -  REF MON 12 41 IWC                        056 26 31.6
 OG0873
 OG0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5839277796(NAD 83)
 OG0873
 OG0873|---------------------------------------------------------------------|
 OG0873| PID    Reference Object                     Distance      Geod. Az  |
 OG0873|                                                           dddmmss.s |
 OG0873| OG0796 REF MON 12 41 IWC                   APPROX. 0.6 KM 0574626.4 |
 OG0873| DE4893 TIE SUB RM 1                          8.229 METERS 10504     |
 OG0873| OG0800 REF MON 13 41 IWC                   APPROX. 0.5 KM 1445158.4 |
 OG0873| DE4894 TIE SUB RM 2                          7.516 METERS 17858     |
 OG0873|---------------------------------------------------------------------|
 OG0873
 OG0873                          SUPERSEDED SURVEY CONTROL
 OG0873
 OG0873  NAD 83(1986)-  43 08 10.84849(N)    079 03 08.79394(W) AD(       ) 3
 OG0873  NAD 27      -  43 08 10.65294(N)    079 03 09.63086(W) AD(       ) 3
 OG0873
 OG0873.Superseded values are not recommended for survey control.
 OG0873
 OG0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0873.See file dsdata.pdf to determine how the superseded data were derived.
 OG0873
 OG0873_MARKER: DD = SURVEY DISK
 OG0873_SETTING: 66 = SET IN ROCK OUTCROP
 OG0873
 OG0873  HISTORY     - Date     Condition        Report By
 OG0873  HISTORY     - 1941     MONUMENTED       IBC
 OG0873  HISTORY     - 1956     GOOD             IBC
 OG0873  HISTORY     - 1971     MARK NOT FOUND   IBC
 OG0873
 OG0873                          STATION DESCRIPTION
 OG0873
 OG0873'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 OG0873'ON THE CANADIAN SIDE OF THE NIAGARA RIVER ABOUT 2-1/2 MILES NORTH OF
 OG0873'THE WHIRLPOOL RAPIDS BRIDGE, 21 FEET EAST OF THE RIVER ROAD FROM
 OG0873'NIAGARA FALLS TO THE ONTARIO HYDROELECTRIC POWER PLANT.  THE STATION
 OG0873'IS 6 INCHES WEST OF A LINE OF SMALL TREES PLANTED ON THE EAST SIDE OF
 OG0873'THE ROAD AND 126 FEET SOUTH OF THE EAST END OF AN 8 - INCH DIAMETER
 OG0873'DRAIN PIPE UNDER THE HIGHWAY.
 OG0873'
 OG0873'STATION MARK, AN IBC STANDARD BRONZE - DISK STATION MARK CEMENTED IN
 OG0873'A DRILL HOLE IN SOLID LEDGE ROCK 8 INCHES BELOW THE SURFACE OF THE
 OG0873'GROUND.  THERE IS NO SURFACE MARK.  THERE ARE TWO REFERENCES.  NO 1
 OG0873'IS A DRILL HOLE 3/4 INCH IN DIAMETER IN LEDGE ROCK SHOWING 6 BY 5
 OG0873'FEET FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS NORTHEAST OF
 OG0873'THE STATION AND 18 FEET WEST OF THE OLD BED OF THE INTERNATIONAL
 OG0873'RAILWAY COMPANY CAR TRACKS.  NO 2 IS AN IBC STANDARD BRONZE - DISK
 OG0873'STATION MARK CEMENTED IN A DRILL HOLE 3/4 INCH IN DIAMETER IN LEDGE
 OG0873'ROCK SHOWING 18 BY 8 FEET FLUSH WITH THE SURFACE OF THE GROUND.  THE
 OG0873'MARK IS SOUTHEAST OF THE STATION AND 15 FEET WEST OF THE CAR TRACK
 OG0873'BED.
 OG0873
 OG0873                          STATION RECOVERY (1956)
 OG0873
 OG0873'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956 (NWS)
 OG0873'STATION RECOVERED IN GOOD CONDITION.
 OG0873
 OG0873                          STATION RECOVERY (1971)
 OG0873
 OG0873'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 OG0873'REFERENCE NO 1 WAS RECOVERED IN GOOD CONDITION, HOWEVER THE STATION
 OG0873'AND REFERENCE NO 2 WERE NOT RECOVERED.  THERE IS FROM 8 TO 10 INCHES
 OG0873'OF SOD OVER THE LEDGE ROCK AND THE STATION WAS DUG FOR.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 OG0793 ***********************************************************************
 OG0793  DESIGNATION -  TRANS
 OG0793  PID         -  OG0793
 OG0793  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 OG0793  COUNTRY     -  CANADA
 OG0793  NTS MAPSHEET-  NIAGARA (2020)
 OG0793
 OG0793                         *CURRENT SURVEY CONTROL
 OG0793  ______________________________________________________________________
 OG0793* NAD 83(1996) POSITION- 43 08 39.26526(N) 079 02 41.82216(W)   ADJUSTED
 OG0793* NAVD 88 ORTHO HEIGHT -   144.    (meters)      472.    (feet) SCALED
 OG0793  ______________________________________________________________________
 OG0793  GEOID HEIGHT    -        -36.476 (meters)                     EGM08
 OG0793  HORZ ORDER      -  THIRD
 OG0793
 OG0793.The positional and height information provided upon this datasheet are not
 OG0793.officially recognized by the Government of Canada, provincial governments
 OG0793.within Canada, nor are they intended to replace or substitute for them.
 OG0793.The intent of sharing this data is to allow access to positions or heights
 OG0793.recognized by the United States Government. Passive control that is used by
 OG0793.both nations may share the same or similar designations or descriptions but
 OG0793.do not share official positions or heights. The 'Station Description' may
 OG0793.originate from a Canadian 'Station Report' and if so contains information
 OG0793.licensed under the 'Open Government License - Canada'.
 OG0793
 OG0793.The horizontal coordinates were established by classical geodetic methods
 OG0793.and adjusted by the National Geodetic Survey in January 1999.
 OG0793
 OG0793.The orthometric height was scaled from a topographic map.
 OG0793
 OG0793.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0793
 OG0793.Click photographs - Photos may exist for this station.
 OG0793
 OG0793. The following values were computed from the NAD 83(1996) position.
 OG0793
 OG0793;                    North         East     Units Scale Factor Converg.
 OG0793;UTM  17      - 4,778,687.852   658,981.647   MT  0.99991093   +1 20 14.0
 OG0793
 OG0793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0793!UTM  17      -   0.99998316  x   0.99991093  =   0.99989410
 OG0793
 OG0793:                Primary Azimuth Mark                     Grid Az
 OG0793:UTM  17      -  BOLT SUB                                 358 37 39.5
 OG0793
 OG0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5898178687(NAD 83)
 OG0793
 OG0793|---------------------------------------------------------------------|
 OG0793| PID    Reference Object                     Distance      Geod. Az  |
 OG0793|                                                           dddmmss.s |
 OG0793| OG0792 VOLT IWC                             15.004 METERS 03809     |
 OG0793| OG0787 REF MON 11 41 IWC                   399.799 METERS 08805     |
 OG0793| OG0788 REF MON 11 41 IWC ECC               390.276 METERS 09142     |
 OG0793| CZ9886 TRANS RM 1                           11.201 METERS 12659     |
 OG0793| CZ9887 TRANS RM 2                           24.810 METERS 15530     |
 OG0793| OG0845 BOLT SUB                            417.472 METERS 3595753.5 |
 OG0793|---------------------------------------------------------------------|
 OG0793
 OG0793                          SUPERSEDED SURVEY CONTROL
 OG0793
 OG0793  NAD 83(1986)-  43 08 39.27083(N)    079 02 41.81955(W) AD(       ) 3
 OG0793  NAD 27      -  43 08 39.07600(N)    079 02 42.65643(W) AD(       ) 3
 OG0793
 OG0793.Superseded values are not recommended for survey control.
 OG0793
 OG0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0793.See file dsdata.pdf to determine how the superseded data were derived.
 OG0793
 OG0793_MARKER: DD = SURVEY DISK
 OG0793_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OG0793
 OG0793  HISTORY     - Date     Condition        Report By
 OG0793  HISTORY     - 1912     MONUMENTED       IWC
 OG0793  HISTORY     - 1941     GOOD             IBC
 OG0793  HISTORY     - 1971     MARK NOT FOUND   IBC
 OG0793
 OG0793                          STATION DESCRIPTION
 OG0793
 OG0793'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1912 (JLS)
 OG0793'ABOUT 4 MILES NORTH OF THE NIAGARA RIVER FALLS, ON THE TOP OF THE
 OG0793'HIGH CLIFF OVERLOOKING THE NIAGARA RIVER.  THE STATION IS AT THE WEST
 OG0793'SIDE OF THE RIGHT - OF - WAY OF THE OLD BED OF THE INTERNATIONAL
 OG0793'RAILWAY COMPANY CAR TRACKS, ABOUT 60 FEET WEST OF THE EDGE OF THE
 OG0793'CLIFF AND 100 FEET EAST OF NIAGARA BOULEVARD.
 OG0793'
 OG0793'STATION MARK, AN IBC STANDARD BRONZE - DISK STATION MARK SET FLUSH
 OG0793'WITH THE SURFACE OF THE GROUND IN THE TOP OF A CYLINDER OF CONCRETE
 OG0793'8 INCHES IN DIAMETER AND 1 FOOT IN DEPTH.  THE SUBSURFACE MARK IS A
 OG0793'HOLE IN THE TOP OF A BRONZE WEDGE SET 1 FOOT UNDERGROUND IN THE TOP
 OG0793'OF A CYLINDER OF CONCRETE 8 INCHES IN DIAMETER AND 1 FOOT IN DEPTH.
 OG0793'THERE ARE TWO REFERENCES.  NO 1 IS A BRONZE PLUG RESEMBLING THE TOP
 OG0793'OF A PLUMB BOB SET IN CONCRETE IN A 7 - INCH DIAMETER IRON PIPE.  NO 2
 OG0793'IS THE NORTHWEST CORNER OF AN IRON SPIKE FENCE ENCLOSING SIX STEEL
 OG0793'TOWERS SUPPORTING POWER LINES CROSSING THE RIVER.
 OG0793
 OG0793                          STATION RECOVERY (1941)
 OG0793
 OG0793'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 OG0793'STATION RECOVERED IN GOOD CONDITION.
 OG0793
 OG0793                          STATION RECOVERY (1971)
 OG0793
 OG0793'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 OG0793'STATION SEARCHED FOR BUT NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 NC1579 ***********************************************************************
 NC1579  DESIGNATION -  US ENGINEERS 43 USE
 NC1579  PID         -  NC1579
 NC1579  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 NC1579  COUNTRY     -  CANADA
 NC1579  NTS MAPSHEET-  FORT ERIE (2020)
 NC1579
 NC1579                         *CURRENT SURVEY CONTROL
 NC1579  ______________________________________________________________________
 NC1579* NAD 83(1996) POSITION- 42 55 01.38527(N) 078 54 35.11733(W)   ADJUSTED
 NC1579* NAVD 88 ORTHO HEIGHT -   173.    (meters)      568.    (feet) SCALED
 NC1579  ______________________________________________________________________
 NC1579  GEOID HEIGHT    -        -35.910 (meters)                     EGM08
 NC1579  HORZ ORDER      -  THIRD
 NC1579
 NC1579.The positional and height information provided upon this datasheet are not
 NC1579.officially recognized by the Government of Canada, provincial governments
 NC1579.within Canada, nor are they intended to replace or substitute for them.
 NC1579.The intent of sharing this data is to allow access to positions or heights
 NC1579.recognized by the United States Government. Passive control that is used by
 NC1579.both nations may share the same or similar designations or descriptions but
 NC1579.do not share official positions or heights. The 'Station Description' may
 NC1579.originate from a Canadian 'Station Report' and if so contains information
 NC1579.licensed under the 'Open Government License - Canada'.
 NC1579
 NC1579.The horizontal coordinates were established by classical geodetic methods
 NC1579.and adjusted by the National Geodetic Survey in January 1999.
 NC1579
 NC1579.The orthometric height was scaled from a topographic map.
 NC1579
 NC1579.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC1579
 NC1579.Click photographs - Photos may exist for this station.
 NC1579
 NC1579. The following values were computed from the NAD 83(1996) position.
 NC1579
 NC1579;                    North         East     Units Scale Factor Converg.
 NC1579;UTM  17      - 4,753,723.116   670,604.256   MT  0.99995808   +1 25 25.2
 NC1579
 NC1579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1579!UTM  17      -   0.99997853  x   0.99995808  =   0.99993661
 NC1579
 NC1579:                Primary Azimuth Mark                     Grid Az
 NC1579:UTM  17      -  PIER IWC                                 350 09 32.0
 NC1579
 NC1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7060453723(NAD 83)
 NC1579
 NC1579|---------------------------------------------------------------------|
 NC1579| PID    Reference Object                     Distance      Geod. Az  |
 NC1579|                                                           dddmmss.s |
 NC1579| NC1559 BUFF ST FRANCIS CH CROSS            APPROX. 2.2 KM 0193225.2 |
 NC1579| NC1557 BUFF ST JOHNS CH SPIRE              APPROX. 2.2 KM 0220428.3 |
 NC1579| NC1549 BUFF ASSUMPTION WEST SPIRE          APPROX. 3.0 KM 0362219.2 |
 NC1579| NC1553 BUFF NATIVITY SPIRE                 APPROX. 1.4 KM 1093833.3 |
 NC1579| NC1583 PIER IWC                            APPROX. 1.3 KM 3513457.2 |
 NC1579|---------------------------------------------------------------------|
 NC1579
 NC1579                          SUPERSEDED SURVEY CONTROL
 NC1579
 NC1579  NAD 83(1986)-  42 55 01.39115(N)    078 54 35.11462(W) AD(       ) 3
 NC1579  NAD 27      -  42 55 01.18700(N)    078 54 35.97100(W) AD(       ) 3
 NC1579
 NC1579.Superseded values are not recommended for survey control.
 NC1579
 NC1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1579.See file dsdata.pdf to determine how the superseded data were derived.
 NC1579
 NC1579_MARKER: Z = SEE DESCRIPTION
 NC1579_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NC1579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC1579+STABILITY: SURFACE MOTION
 NC1579
 NC1579  HISTORY     - Date     Condition        Report By
 NC1579  HISTORY     - 1941     MONUMENTED       USACE
 NC1579  HISTORY     - 1971     GOOD             IBC
 NC1579
 NC1579                          STATION DESCRIPTION
 NC1579
 NC1579'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1941
 NC1579'IN FORT ERIE, ONTARIO, ON THE CONCRETE HEAD - WALL OF SEWER AT SHORE
 NC1579'OF NIAGARA RIVER APPROXIMATELY ON THE CENTER LINE OF CATHERINE STREET
 NC1579'EXTENDED.
 NC1579'
 NC1579'STATION MARK, A UNITED STATES ENGINEER OFFICE STANDARD BRASS - MARKER
 NC1579'SET IN THE TOP SURFACE OF THE CONCRETE HEAD - WALL.
 NC1579
 NC1579                          STATION RECOVERY (1971)
 NC1579
 NC1579'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 NC1579'STATION RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 RG0015 ***********************************************************************
 RG0015  DESIGNATION -  V 4
 RG0015  PID         -  RG0015
 RG0015  STATE/COUNTY-  PQ/MONTMAGNY
 RG0015  COUNTRY     -  CANADA
 RG0015  NTS MAPSHEET-  SAINT-MAGLOIRE (2020)
 RG0015
 RG0015                         *CURRENT SURVEY CONTROL
 RG0015  ______________________________________________________________________
 RG0015* NAD 83(1986) POSITION- 46 37 20.     (N) 070 01 40.     (W)   SCALED
 RG0015* NAVD 88 ORTHO HEIGHT -   344.340 (meters)     1129.72  (feet) ADJUSTED
 RG0015  ______________________________________________________________________
 RG0015  GEOID HEIGHT    -        -27.150 (meters)                     EGM08
 RG0015  DYNAMIC HEIGHT  -        344.350 (meters)     1129.76  (feet) COMP
 RG0015  MODELED GRAVITY -    980,634.6   (mgal)                       NAVD 88
 RG0015
 RG0015  VERT ORDER      -  FIRST     CLASS II
 RG0015
 RG0015.The positional and height information provided upon this datasheet are not
 RG0015.officially recognized by the Government of Canada, provincial governments
 RG0015.within Canada, nor are they intended to replace or substitute for them.
 RG0015.The intent of sharing this data is to allow access to positions or heights
 RG0015.recognized by the United States Government. Passive control that is used by
 RG0015.both nations may share the same or similar designations or descriptions but
 RG0015.do not share official positions or heights. The 'Station Description' may
 RG0015.originate from a Canadian 'Station Report' and if so contains information
 RG0015.licensed under the 'Open Government License - Canada'.
 RG0015
 RG0015.The horizontal coordinates were scaled from a map and have
 RG0015.an estimated accuracy of +/- 6 seconds.
 RG0015
 RG0015.The orthometric height was determined by differential leveling and
 RG0015.adjusted by the NATIONAL GEODETIC SURVEY
 RG0015.in June 1991.
 RG0015
 RG0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 RG0015
 RG0015.Click photographs - Photos may exist for this station.
 RG0015
 RG0015.The dynamic height is computed by dividing the NAVD 88
 RG0015.geopotential number by the normal gravity value computed on the
 RG0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RG0015.degrees latitude (g = 980.6199 gals.).
 RG0015
 RG0015.The modeled gravity was interpolated from observed gravity values.
 RG0015
 RG0015
 RG0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM213636(NAD 83)
 RG0015
 RG0015                          SUPERSEDED SURVEY CONTROL
 RG0015
 RG0015  NGVD 29 (??/??/92)  344.514  (m)         1130.29   (f) ADJ UNCH    1 2
 RG0015
 RG0015.Superseded values are not recommended for survey control.
 RG0015
 RG0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0015.See file dsdata.pdf to determine how the superseded data were derived.
 RG0015
 RG0015_MARKER: DB = BENCH MARK DISK
 RG0015_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RG0015_SP_SET: ABUTMENT
 RG0015_STAMPING: V 4 1953
 RG0015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RG0015
 RG0015  HISTORY     - Date     Condition        Report By
 RG0015  HISTORY     - 1953     MONUMENTED       CGS
 RG0015
 RG0015                          STATION DESCRIPTION
 RG0015
 RG0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RG0015'2.8 MI NE FROM DAAQUAM.
 RG0015'2.75 MILES NORTHEAST ALONG THE QUEBEC CENTRAL RAILWAY FROM THE
 RG0015'STATION AT DAAQUAM, 6 POLES SOUTH OF MILE POST 73, IN THE TOP
 RG0015'OF THE EAST END OF NORTH ABUTMENT OF A 55-FOOT RAILROAD BRIDGE
 RG0015'OVER A SMALL STREAM, 6 FEET EAST OF EAST RAIL AND ABOUT 1/2
 RG0015'FOOT BELOW LEVEL OF TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 OG0792 ***********************************************************************
 OG0792  DESIGNATION -  VOLT IWC
 OG0792  PID         -  OG0792
 OG0792  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 OG0792  COUNTRY     -  CANADA
 OG0792  NTS MAPSHEET-  NIAGARA (2020)
 OG0792
 OG0792                         *CURRENT SURVEY CONTROL
 OG0792  ______________________________________________________________________
 OG0792* NAD 83(1996) POSITION- 43 08 39.64763(N) 079 02 41.41207(W)   ADJUSTED
 OG0792* NAVD 88 ORTHO HEIGHT -   144.    (meters)      472.    (feet) SCALED
 OG0792  ______________________________________________________________________
 OG0792  GEOID HEIGHT    -        -36.476 (meters)                     EGM08
 OG0792  HORZ ORDER      -  THIRD
 OG0792
 OG0792.The positional and height information provided upon this datasheet are not
 OG0792.officially recognized by the Government of Canada, provincial governments
 OG0792.within Canada, nor are they intended to replace or substitute for them.
 OG0792.The intent of sharing this data is to allow access to positions or heights
 OG0792.recognized by the United States Government. Passive control that is used by
 OG0792.both nations may share the same or similar designations or descriptions but
 OG0792.do not share official positions or heights. The 'Station Description' may
 OG0792.originate from a Canadian 'Station Report' and if so contains information
 OG0792.licensed under the 'Open Government License - Canada'.
 OG0792
 OG0792.The horizontal coordinates were established by classical geodetic methods
 OG0792.and adjusted by the National Geodetic Survey in January 1999.
 OG0792
 OG0792.The orthometric height was scaled from a topographic map.
 OG0792
 OG0792.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0792
 OG0792.Click photographs - Photos may exist for this station.
 OG0792
 OG0792. The following values were computed from the NAD 83(1996) position.
 OG0792
 OG0792;                    North         East     Units Scale Factor Converg.
 OG0792;UTM  17      - 4,778,699.864   658,990.635   MT  0.99991097   +1 20 14.3
 OG0792
 OG0792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0792!UTM  17      -   0.99998316  x   0.99991097  =   0.99989414
 OG0792
 OG0792:                Primary Azimuth Mark                     Grid Az
 OG0792:UTM  17      -  BOLT IWC                                 357 19 31.0
 OG0792
 OG0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5899078699(NAD 83)
 OG0792
 OG0792|---------------------------------------------------------------------|
 OG0792| PID    Reference Object                     Distance      Geod. Az  |
 OG0792|                                                           dddmmss.s |
 OG0792| OG0788 REF MON 11 41 IWC ECC               381.554 METERS 09331     |
 OG0792| OG0844 BOLT IWC                            405.721 METERS 3583945.3 |
 OG0792| OG0843 BOLT ECC IWC                        405.737 METERS 3591122.9 |
 OG0792|---------------------------------------------------------------------|
 OG0792
 OG0792                          SUPERSEDED SURVEY CONTROL
 OG0792
 OG0792  NAD 83(1986)-  43 08 39.65322(N)    079 02 41.40945(W) AD(       ) 3
 OG0792  NAD 27      -  43 08 39.45837(N)    079 02 42.24639(W) AD(       ) 3
 OG0792
 OG0792.Superseded values are not recommended for survey control.
 OG0792
 OG0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0792.See file dsdata.pdf to determine how the superseded data were derived.
 OG0792
 OG0792_MARKER: Z = SEE DESCRIPTION
 OG0792_SETTING: 80 = SET IN A BOULDER
 OG0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0792+STABILITY: SURFACE MOTION
 OG0792
 OG0792  HISTORY     - Date     Condition        Report By
 OG0792  HISTORY     - 1912     MONUMENTED       IWC
 OG0792  HISTORY     - 1941     GOOD             IBC
 OG0792  HISTORY     - 1971     MARK NOT FOUND   IBC
 OG0792
 OG0792                          STATION DESCRIPTION
 OG0792
 OG0792'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1912 (JLS)
 OG0792'ABOUT 4 MILES NORTH OF THE NIAGARA RIVER FALLS, ON THE TOP OF THE
 OG0792'HIGH CLIFF OVERLOOKING THE NIAGARA RIVER AND NEAR MARKED TRIANGULATION
 OG0792'STATION---TRANS-I.W.C.---
 OG0792'
 OG0792'STATION MARK, A BRONZE PLUG WITH A HOLE IN THE CENTER, SET IN A ROCK
 OG0792'ABOUT 6 INCHES BELOW THE SURFACE OF THE GROUND.  THE STATION CAN BE
 OG0792'FOUND BY OCCUPYING THE STATION---TRANS-I.W.C.---
 OG0792
 OG0792                          STATION RECOVERY (1941)
 OG0792
 OG0792'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 OG0792'STATION RECOVERED IN GOOD CONDITION.
 OG0792
 OG0792                          STATION RECOVERY (1971)
 OG0792
 OG0792'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 OG0792'STATION SEARCHED FOR BUT NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 RG0014 ***********************************************************************
 RG0014  DESIGNATION -  W 4
 RG0014  PID         -  RG0014
 RG0014  STATE/COUNTY-  PQ/MONTMAGNY
 RG0014  COUNTRY     -  CANADA
 RG0014  NTS MAPSHEET-  SAINT-MAGLOIRE (2020)
 RG0014
 RG0014                         *CURRENT SURVEY CONTROL
 RG0014  ______________________________________________________________________
 RG0014* NAD 83(1986) POSITION- 46 36 46.     (N) 070 02 04.     (W)   SCALED
 RG0014* NAVD 88 ORTHO HEIGHT -   350.685 (meters)     1150.54  (feet) ADJUSTED
 RG0014  ______________________________________________________________________
 RG0014  GEOID HEIGHT    -        -27.149 (meters)                     EGM08
 RG0014  DYNAMIC HEIGHT  -        350.695 (meters)     1150.57  (feet) COMP
 RG0014  MODELED GRAVITY -    980,633.6   (mgal)                       NAVD 88
 RG0014
 RG0014  VERT ORDER      -  FIRST     CLASS II
 RG0014
 RG0014.The positional and height information provided upon this datasheet are not
 RG0014.officially recognized by the Government of Canada, provincial governments
 RG0014.within Canada, nor are they intended to replace or substitute for them.
 RG0014.The intent of sharing this data is to allow access to positions or heights
 RG0014.recognized by the United States Government. Passive control that is used by
 RG0014.both nations may share the same or similar designations or descriptions but
 RG0014.do not share official positions or heights. The 'Station Description' may
 RG0014.originate from a Canadian 'Station Report' and if so contains information
 RG0014.licensed under the 'Open Government License - Canada'.
 RG0014
 RG0014.The horizontal coordinates were scaled from a map and have
 RG0014.an estimated accuracy of +/- 6 seconds.
 RG0014
 RG0014.The orthometric height was determined by differential leveling and
 RG0014.adjusted by the NATIONAL GEODETIC SURVEY
 RG0014.in June 1991.
 RG0014
 RG0014.Significant digits in the geoid height do not necessarily reflect accuracy.
 RG0014
 RG0014.Click photographs - Photos may exist for this station.
 RG0014
 RG0014.The dynamic height is computed by dividing the NAVD 88
 RG0014.geopotential number by the normal gravity value computed on the
 RG0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RG0014.degrees latitude (g = 980.6199 gals.).
 RG0014
 RG0014.The modeled gravity was interpolated from observed gravity values.
 RG0014
 RG0014
 RG0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM207626(NAD 83)
 RG0014
 RG0014                          SUPERSEDED SURVEY CONTROL
 RG0014
 RG0014  NGVD 29 (??/??/92)  350.858  (m)         1151.11   (f) ADJ UNCH    1 2
 RG0014
 RG0014.Superseded values are not recommended for survey control.
 RG0014
 RG0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0014.See file dsdata.pdf to determine how the superseded data were derived.
 RG0014
 RG0014_MARKER: DB = BENCH MARK DISK
 RG0014_SETTING: 80 = SET IN A BOULDER
 RG0014_STAMPING: W 4 1953
 RG0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0014+STABILITY: SURFACE MOTION
 RG0014
 RG0014  HISTORY     - Date     Condition        Report By
 RG0014  HISTORY     - 1953     MONUMENTED       CGS
 RG0014
 RG0014                          STATION DESCRIPTION
 RG0014
 RG0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RG0014'2 MI NE FROM DAAQUAM.
 RG0014'2.0 MILES NORTHEAST ALONG THE QUEBEC CENTRAL RAILWAY FROM THE
 RG0014'STATION AT DAAQUAM, ABOUT 6 RAILS NORTHEAST OF MILE POST 72, 14
 RG0014'RAILS NORTHEAST OF A FARM ROAD CROSSING, 7 RAILS SOUTHWEST OF
 RG0014'TELEPHONE POLE MARKING DIVISION BETWEEN SECTION 37 AND 38, IN
 RG0014'THE TOP OF THE SOUTHEAST CORNER OF A LARGE FLAT TOP BOULDER, 26
 RG0014'FEET SOUTHEAST OF SOUTHEAST RAIL AND ABOUT 2 1/2 FEET BELOW
 RG0014'LEVEL OF TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 OG0808 ***********************************************************************
 OG0808  DESIGNATION -  WATER IBC
 OG0808  PID         -  OG0808
 OG0808  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 OG0808  COUNTRY     -  CANADA
 OG0808  NTS MAPSHEET-  NIAGARA (2020)
 OG0808
 OG0808                         *CURRENT SURVEY CONTROL
 OG0808  ______________________________________________________________________
 OG0808* NAD 83(1996) POSITION- 43 09 02.66086(N) 079 03 02.57578(W)   ADJUSTED
 OG0808* NAVD 88 ORTHO HEIGHT -   192.9   (meters)      633.    (feet) VERTCON
 OG0808  ______________________________________________________________________
 OG0808  GEOID HEIGHT    -        -36.497 (meters)                     EGM08
 OG0808  HORZ ORDER      -  SECOND
 OG0808
 OG0808.The positional and height information provided upon this datasheet are not
 OG0808.officially recognized by the Government of Canada, provincial governments
 OG0808.within Canada, nor are they intended to replace or substitute for them.
 OG0808.The intent of sharing this data is to allow access to positions or heights
 OG0808.recognized by the United States Government. Passive control that is used by
 OG0808.both nations may share the same or similar designations or descriptions but
 OG0808.do not share official positions or heights. The 'Station Description' may
 OG0808.originate from a Canadian 'Station Report' and if so contains information
 OG0808.licensed under the 'Open Government License - Canada'.
 OG0808
 OG0808.The horizontal coordinates were established by classical geodetic methods
 OG0808.and adjusted by the National Geodetic Survey in January 1999.
 OG0808
 OG0808.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0808
 OG0808.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0808
 OG0808.Click photographs - Photos may exist for this station.
 OG0808
 OG0808. The following values were computed from the NAD 83(1996) position.
 OG0808
 OG0808;                    North         East     Units Scale Factor Converg.
 OG0808;UTM  17      - 4,779,398.649   658,496.044   MT  0.99990903   +1 20 00.4
 OG0808
 OG0808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0808!UTM  17      -   0.99997547  x   0.99990903  =   0.99988450
 OG0808
 OG0808:                Primary Azimuth Mark                     Grid Az
 OG0808:UTM  17      -  BROCK ECC                                348 19 21.2
 OG0808
 OG0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5849679398(NAD 83)
 OG0808
 OG0808|---------------------------------------------------------------------|
 OG0808| PID    Reference Object                     Distance      Geod. Az  |
 OG0808|                                                           dddmmss.s |
 OG0808| OG0794 REF MON 10 63 IBC                   434.087 METERS 1062834.4 |
 OG0808| OG0784 BROCK ECC                           APPROX. 1.1 KM 3493921.6 |
 OG0808| OG0782 BROCKS MONUMENT HAT                 APPROX. 1.1 KM 3494340.8 |
 OG0808|---------------------------------------------------------------------|
 OG0808
 OG0808                          SUPERSEDED SURVEY CONTROL
 OG0808
 OG0808  NAD 83(1986)-  43 09 02.66685(N)    079 03 02.57367(W) AD(       ) 2
 OG0808  NAD 27      -  43 09 02.46969(N)    079 03 03.40961(W) AD(       ) 2
 OG0808  NGVD 29 (07/19/86)  193.1    (m)          634.     (f) VERT ANG       
 OG0808
 OG0808.Superseded values are not recommended for survey control.
 OG0808
 OG0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0808.See file dsdata.pdf to determine how the superseded data were derived.
 OG0808
 OG0808_MARKER: DD = SURVEY DISK
 OG0808_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OG0808+WITH SETTING: INFORMATION.
 OG0808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0808
 OG0808  HISTORY     - Date     Condition        Report By
 OG0808  HISTORY     - 1973     MONUMENTED       IBC
 OG0808
 OG0808                          STATION DESCRIPTION
 OG0808
 OG0808'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1973 (CRM)
 OG0808'THE STATION IS LOCATED BETWEEN QUEENSTON, ONTARIO AND NIAGARA FALLS,
 OG0808'ONTARIO, ATOP THE RESERVOIR FOR THE SIR ADAM BECK GENERATING PLANT.
 OG0808'
 OG0808'TO REACH THE STATION FROM THE NORTH END OF THE SIR ADAM BECK
 OG0808'GENERATING PLANT, GO NORTHERLY ON THE PARKWAY FOR 0.15 MILE TO A
 OG0808'REVERSE Y - FORK TO THE LEFT.  TURN SHARP LEFT AND GO SOUTHWEST FOR
 OG0808'0.05 MILE TO A Y - FORK.  TAKE THE RIGHT FORK AND GO WESTERLY FOR 0.4
 OG0808'MILE TO A SIDE ROAD RIGHT.  CONTINUE AHEAD, SOUTHWEST, FOR 0.2 MILE
 OG0808'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY FOR 0.1 MILE TO
 OG0808'A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST FOR 0.1 MILE TO A Y - FORK.
 OG0808'TAKE THE LEFT FORK AND GO NORTH FOR 0.1 MILE TO THE TOP OF THE
 OG0808'RESERVOIR.  TURN SHARP RIGHT AND GO EASTERLY, ALONG THE TOP OF THE
 OG0808'RESERVOIR, FOR 0.55 MILE TO THE STATION ON THE RIGHT.  THIS IS AT A
 OG0808'POINT WHERE THE ROAD STARTS TURNING TO THE LEFT, NORTH.
 OG0808'
 OG0808'THE STATION MARK, STAMPED WATER IBC 1973, IS A BRONZE DISK CRIMPED
 OG0808'TO THE TOP OF A 9/16 - INCH IN DIAMETER, COPPER - COATED, STEEL ROD
 OG0808'THAT IS DRIVEN INTO THE GROUND AND PROJECTS 4 INCHES.  IT IS 9 FEET
 OG0808'SOUTHEAST OF THE CENTER OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 OG1001 ***********************************************************************
 OG1001  DESIGNATION -  WHIRL SUB IBC
 OG1001  PID         -  OG1001
 OG1001  STATE/COUNTY-  PQ/LA HAUTE YAMASKA
 OG1001  COUNTRY     -  CANADA
 OG1001  NTS MAPSHEET-  NIAGARA (2020)
 OG1001
 OG1001                         *CURRENT SURVEY CONTROL
 OG1001  ______________________________________________________________________
 OG1001* NAD 83(1996) POSITION- 43 07 04.88356(N) 079 04 06.47735(W)   ADJUSTED
 OG1001* NAVD 88 ORTHO HEIGHT -   152.    (meters)      499.    (feet) SCALED
 OG1001  ______________________________________________________________________
 OG1001  GEOID HEIGHT    -        -36.413 (meters)                     EGM08
 OG1001  HORZ ORDER      -  THIRD
 OG1001
 OG1001.The positional and height information provided upon this datasheet are not
 OG1001.officially recognized by the Government of Canada, provincial governments
 OG1001.within Canada, nor are they intended to replace or substitute for them.
 OG1001.The intent of sharing this data is to allow access to positions or heights
 OG1001.recognized by the United States Government. Passive control that is used by
 OG1001.both nations may share the same or similar designations or descriptions but
 OG1001.do not share official positions or heights. The 'Station Description' may
 OG1001.originate from a Canadian 'Station Report' and if so contains information
 OG1001.licensed under the 'Open Government License - Canada'.
 OG1001
 OG1001.The horizontal coordinates were established by classical geodetic methods
 OG1001.and adjusted by the National Geodetic Survey in January 1999.
 OG1001
 OG1001.The orthometric height was scaled from a topographic map.
 OG1001
 OG1001.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG1001
 OG1001.Click photographs - Photos may exist for this station.
 OG1001
 OG1001. The following values were computed from the NAD 83(1996) position.
 OG1001
 OG1001;                    North         East     Units Scale Factor Converg.
 OG1001;UTM  17      - 4,775,731.936   657,136.498   MT  0.99990376   +1 19 13.7
 OG1001
 OG1001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG1001!UTM  17      -   0.99998190  x   0.99990376  =   0.99988566
 OG1001
 OG1001:                Primary Azimuth Mark                     Grid Az
 OG1001:UTM  17      -  JUNIOR SUB IBC                           343 01 53.8
 OG1001
 OG1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5713675731(NAD 83)
 OG1001
 OG1001|---------------------------------------------------------------------|
 OG1001| PID    Reference Object                     Distance      Geod. Az  |
 OG1001|                                                           dddmmss.s |
 OG1001| OG1000 NF AUTOCAR NORTH END IWC            APPROX. 0.5 KM 0002518.8 |
 OG1001| OG1057 POOL SUB                            294.761 METERS 04319     |
 OG1001| OG1070 JUNIOR SUB IBC                      APPROX. 0.8 KM 3442107.5 |
 OG1001|---------------------------------------------------------------------|
 OG1001
 OG1001                          SUPERSEDED SURVEY CONTROL
 OG1001
 OG1001  NAD 83(1986)-  43 07 04.88917(N)    079 04 06.47493(W) AD(       ) 3
 OG1001  NAD 27      -  43 07 04.69099(N)    079 04 07.31118(W) AD(       ) 3
 OG1001
 OG1001.Superseded values are not recommended for survey control.
 OG1001
 OG1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG1001.See file dsdata.pdf to determine how the superseded data were derived.
 OG1001
 OG1001_MARKER: DD = SURVEY DISK
 OG1001_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OG1001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG1001
 OG1001  HISTORY     - Date     Condition        Report By
 OG1001  HISTORY     - 1941     MONUMENTED       IBC
 OG1001  HISTORY     - 1971     MARK NOT FOUND   IBC
 OG1001
 OG1001                          STATION DESCRIPTION
 OG1001
 OG1001'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 OG1001'ON THE CANADIAN SIDE OF THE NIAGARA RIVER ON THE TOP OF THE HIGH CLIFF
 OG1001'OVERLOOKING THE RIVER AND NEAR THE WHIRLPOOL AERO - CAR SOUTH LANDING.
 OG1001'THE STATION IS ABOUT 10 FEET SOUTH OF THE CLIFFS EDGE.
 OG1001'
 OG1001'STATION MARK, AN IBC STANDARD BRONZE - DISK STATION MARK SET FLUSH
 OG1001'WITH THE SURFACE OF THE GROUND IN THE TOP OF A CYLINDER OF CONCRETE
 OG1001'8 INCHES IN DIAMETER AND 15 INCHES IN DEPTH.  THE SUBSURFACE MARK IS
 OG1001'A BRONZE PLUG SET 15 INCHES UNDERGROUND IN THE TOP OF A CYLINDER OF
 OG1001'CONCRETE 10 INCHES IN DIAMETER AND 18 INCHES IN DEPTH.  THERE ARE TWO
 OG1001'REFERENCES.  NO 1, 35.6 FEET WEST OF THE STATION, IS THE CONCRETE
 OG1001'PIER UNDER THE EAST CORNER OF THE SMALL BUILDING AT THE LANDING.
 OG1001'NO 2 IS A DRILL HOLE, 1 INCH IN DIAMETER AND 1 INCH IN DEPTH IN THE
 OG1001'TOP OF A GRANITE - TOPPED STONE WALL ALONG THE SIDEWALK LEADING TO
 OG1001'THE LANDING, 55.6 FEET SOUTH OF THE STATION.
 OG1001
 OG1001                          STATION RECOVERY (1971)
 OG1001
 OG1001'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 OG1001'STATION SEARCHED FOR BUT NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 QH0416 ***********************************************************************
 QH0416  DESIGNATION -  WOBURN IBC
 QH0416  PID         -  QH0416
 QH0416  STATE/COUNTY-  PQ/LE GRANIT
 QH0416  COUNTRY     -  CANADA
 QH0416  NTS MAPSHEET-  WOBURN (2020)
 QH0416
 QH0416                         *CURRENT SURVEY CONTROL
 QH0416  ______________________________________________________________________
 QH0416* NAD 83(1996) POSITION- 45 23 02.60530(N) 070 54 46.22334(W)   ADJUSTED
 QH0416* NAVD 88 ORTHO HEIGHT -   739.    (meters)     2425.    (feet) SCALED
 QH0416  ______________________________________________________________________
 QH0416  GEOID HEIGHT    -        -26.737 (meters)                     EGM08
 QH0416  HORZ ORDER      -  SECOND
 QH0416
 QH0416.The positional and height information provided upon this datasheet are not
 QH0416.officially recognized by the Government of Canada, provincial governments
 QH0416.within Canada, nor are they intended to replace or substitute for them.
 QH0416.The intent of sharing this data is to allow access to positions or heights
 QH0416.recognized by the United States Government. Passive control that is used by
 QH0416.both nations may share the same or similar designations or descriptions but
 QH0416.do not share official positions or heights. The 'Station Description' may
 QH0416.originate from a Canadian 'Station Report' and if so contains information
 QH0416.licensed under the 'Open Government License - Canada'.
 QH0416
 QH0416.The horizontal coordinates were established by classical geodetic methods
 QH0416.and adjusted by the National Geodetic Survey in May 1998.
 QH0416
 QH0416.The orthometric height was scaled from a topographic map.
 QH0416
 QH0416.Significant digits in the geoid height do not necessarily reflect accuracy.
 QH0416
 QH0416.Click photographs - Photos may exist for this station.
 QH0416
 QH0416. The following values were computed from the NAD 83(1996) position.
 QH0416
 QH0416;                    North         East     Units Scale Factor Converg.
 QH0416;UTM  19      - 5,027,395.424   350,249.863   MT  0.99987572   -1 21 42.7
 QH0416
 QH0416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QH0416!UTM  19      -   0.99988837  x   0.99987572  =   0.99976410
 QH0416
 QH0416:                Primary Azimuth Mark                     Grid Az
 QH0416:UTM  19      -  GOSFORD IBC                              159 49 43.2
 QH0416
 QH0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCL5024927395(NAD 83)
 QH0416
 QH0416|---------------------------------------------------------------------|
 QH0416| PID    Reference Object                     Distance      Geod. Az  |
 QH0416|                                                           dddmmss.s |
 QH0416| QH0332 GOSFORD IBC                         APPROX. 9.9 KM 1582800.5 |
 QH0416|---------------------------------------------------------------------|
 QH0416
 QH0416                          SUPERSEDED SURVEY CONTROL
 QH0416
 QH0416  NAD 83(1996)-  45 23 02.60531(N)    070 54 46.22333(W) AD(       ) 2
 QH0416  NAD 83(1992)-  45 23 02.60489(N)    070 54 46.21971(W) AD(       ) 2
 QH0416  NAD 83(1992)-  45 23 02.61164(N)    070 54 46.21661(W) AD(       ) 2
 QH0416  NAD 83(1986)-  45 23 02.60787(N)    070 54 46.22067(W) AD(       ) 2
 QH0416  NAD 27      -  45 23 02.44600(N)    070 54 47.95800(W) AD(       ) 2
 QH0416
 QH0416.Superseded values are not recommended for survey control.
 QH0416
 QH0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QH0416.See file dsdata.pdf to determine how the superseded data were derived.
 QH0416
 QH0416_MARKER: DD = SURVEY DISK
 QH0416_SETTING: 66 = SET IN ROCK OUTCROP
 QH0416_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QH0416+STABILITY: POSITION/ELEVATION WELL
 QH0416
 QH0416  HISTORY     - Date     Condition        Report By
 QH0416  HISTORY     - 1916     MONUMENTED       IBC
 QH0416  HISTORY     - 1941     GOOD             IBC
 QH0416
 QH0416                          STATION DESCRIPTION
 QH0416
 QH0416'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1916 (JH)
 QH0416'IN WOBURN TOWNSHIP, ON THE HIGHEST POINT OF THE HIGH MOUNTAIN ABOUT
 QH0416'2 MILES WEST OF WOBURN, QUEBEC, AND ABOUT ONE - HALF MILE SOUTH OF
 QH0416'THE ROAD TO CHESHAM, QUEBEC.
 QH0416'
 QH0416'STATION MARK--A BRONZE DISK CEMENTED IN A DRILL HOLE IN ROCK.
 QH0416
 QH0416                          STATION RECOVERY (1941)
 QH0416
 QH0416'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (FHB)
 QH0416'STATION RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 RG0013 ***********************************************************************
 RG0013  DESIGNATION -  X 4
 RG0013  PID         -  RG0013
 RG0013  STATE/COUNTY-  PQ/MONTMAGNY
 RG0013  COUNTRY     -  CANADA
 RG0013  NTS MAPSHEET-  SAINT-MAGLOIRE (2020)
 RG0013
 RG0013                         *CURRENT SURVEY CONTROL
 RG0013  ______________________________________________________________________
 RG0013* NAD 83(1986) POSITION- 46 36 04.     (N) 070 02 49.     (W)   SCALED
 RG0013* NAVD 88 ORTHO HEIGHT -   353.806 (meters)     1160.78  (feet) ADJUSTED
 RG0013  ______________________________________________________________________
 RG0013  GEOID HEIGHT    -        -27.152 (meters)                     EGM08
 RG0013  DYNAMIC HEIGHT  -        353.816 (meters)     1160.81  (feet) COMP
 RG0013  MODELED GRAVITY -    980,632.1   (mgal)                       NAVD 88
 RG0013
 RG0013  VERT ORDER      -  FIRST     CLASS II
 RG0013
 RG0013.The positional and height information provided upon this datasheet are not
 RG0013.officially recognized by the Government of Canada, provincial governments
 RG0013.within Canada, nor are they intended to replace or substitute for them.
 RG0013.The intent of sharing this data is to allow access to positions or heights
 RG0013.recognized by the United States Government. Passive control that is used by
 RG0013.both nations may share the same or similar designations or descriptions but
 RG0013.do not share official positions or heights. The 'Station Description' may
 RG0013.originate from a Canadian 'Station Report' and if so contains information
 RG0013.licensed under the 'Open Government License - Canada'.
 RG0013
 RG0013.The horizontal coordinates were scaled from a map and have
 RG0013.an estimated accuracy of +/- 6 seconds.
 RG0013
 RG0013.The orthometric height was determined by differential leveling and
 RG0013.adjusted by the NATIONAL GEODETIC SURVEY
 RG0013.in June 1991.
 RG0013
 RG0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 RG0013
 RG0013.Click photographs - Photos may exist for this station.
 RG0013
 RG0013.The dynamic height is computed by dividing the NAVD 88
 RG0013.geopotential number by the normal gravity value computed on the
 RG0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RG0013.degrees latitude (g = 980.6199 gals.).
 RG0013
 RG0013.The modeled gravity was interpolated from observed gravity values.
 RG0013
 RG0013
 RG0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM198613(NAD 83)
 RG0013
 RG0013                          SUPERSEDED SURVEY CONTROL
 RG0013
 RG0013  NGVD 29 (??/??/92)  353.978  (m)         1161.34   (f) ADJ UNCH    1 2
 RG0013
 RG0013.Superseded values are not recommended for survey control.
 RG0013
 RG0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0013.See file dsdata.pdf to determine how the superseded data were derived.
 RG0013
 RG0013_MARKER: DB = BENCH MARK DISK
 RG0013_SETTING: 80 = SET IN A BOULDER
 RG0013_STAMPING: X 4 1953
 RG0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0013+STABILITY: SURFACE MOTION
 RG0013
 RG0013  HISTORY     - Date     Condition        Report By
 RG0013  HISTORY     - 1953     MONUMENTED       CGS
 RG0013
 RG0013                          STATION DESCRIPTION
 RG0013
 RG0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RG0013'1 MI NE FROM DAAQUAM.
 RG0013'1.0 MILE NORTHEAST ALONG THE QUEBEC CENTRAL RAILWAY FROM THE
 RG0013'STATION AT DAAQUAM, ABOUT 7 RAILS NORTH OF MILE POST 71, IN
 RG0013'THE TOP OF A LOW SLOPING BOULDER, 21 FEET EAST OF EAST RAIL, 48
 RG0013'FEET SOUTH OF THE SECOND TELEPHONE POLE NORTH OF MILE POST, 21
 RG0013'FEET WEST OF A FENCE LINE, ABOUT 1 1/2 FEET ABOVE GROUND AND
 RG0013'ABOUT 3 FEET BELOW LEVEL OF TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 RG0012 ***********************************************************************
 RG0012  DESIGNATION -  Y 4
 RG0012  PID         -  RG0012
 RG0012  STATE/COUNTY-  PQ/MONTMAGNY
 RG0012  COUNTRY     -  CANADA
 RG0012  NTS MAPSHEET-  SAINT-MAGLOIRE (2020)
 RG0012
 RG0012                         *CURRENT SURVEY CONTROL
 RG0012  ______________________________________________________________________
 RG0012* NAD 83(1986) POSITION- 46 35 20.     (N) 070 03 38.     (W)   SCALED
 RG0012* NAVD 88 ORTHO HEIGHT -   357.167 (meters)     1171.81  (feet) ADJUSTED
 RG0012  ______________________________________________________________________
 RG0012  GEOID HEIGHT    -        -27.155 (meters)                     EGM08
 RG0012  DYNAMIC HEIGHT  -        357.176 (meters)     1171.83  (feet) COMP
 RG0012  MODELED GRAVITY -    980,630.8   (mgal)                       NAVD 88
 RG0012
 RG0012  VERT ORDER      -  SECOND    CLASS 0
 RG0012
 RG0012.The positional and height information provided upon this datasheet are not
 RG0012.officially recognized by the Government of Canada, provincial governments
 RG0012.within Canada, nor are they intended to replace or substitute for them.
 RG0012.The intent of sharing this data is to allow access to positions or heights
 RG0012.recognized by the United States Government. Passive control that is used by
 RG0012.both nations may share the same or similar designations or descriptions but
 RG0012.do not share official positions or heights. The 'Station Description' may
 RG0012.originate from a Canadian 'Station Report' and if so contains information
 RG0012.licensed under the 'Open Government License - Canada'.
 RG0012
 RG0012.The horizontal coordinates were scaled from a map and have
 RG0012.an estimated accuracy of +/- 6 seconds.
 RG0012
 RG0012.The orthometric height was determined by differential leveling and
 RG0012.adjusted by the NATIONAL GEODETIC SURVEY
 RG0012.in June 1991.
 RG0012
 RG0012.Significant digits in the geoid height do not necessarily reflect accuracy.
 RG0012
 RG0012.Click photographs - Photos may exist for this station.
 RG0012
 RG0012.The dynamic height is computed by dividing the NAVD 88
 RG0012.geopotential number by the normal gravity value computed on the
 RG0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RG0012.degrees latitude (g = 980.6199 gals.).
 RG0012
 RG0012.The modeled gravity was interpolated from observed gravity values.
 RG0012
 RG0012
 RG0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM187600(NAD 83)
 RG0012
 RG0012                          SUPERSEDED SURVEY CONTROL
 RG0012
 RG0012  NGVD 29 (??/??/92)  357.338  (m)         1172.37   (f) ADJ UNCH    2 0
 RG0012
 RG0012.Superseded values are not recommended for survey control.
 RG0012
 RG0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0012.See file dsdata.pdf to determine how the superseded data were derived.
 RG0012
 RG0012_MARKER: DB = BENCH MARK DISK
 RG0012_SETTING: 80 = SET IN A BOULDER
 RG0012_STAMPING: Y 4 1953
 RG0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0012+STABILITY: SURFACE MOTION
 RG0012
 RG0012  HISTORY     - Date     Condition        Report By
 RG0012  HISTORY     - 1953     MONUMENTED       CGS
 RG0012
 RG0012                          STATION DESCRIPTION
 RG0012
 RG0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RG0012'AT DAAQUAM.
 RG0012'AT DAAQUAM, ABOUT 0.1 MILE SOUTHWEST ALONG THE QUEBEC CENTRAL
 RG0012'RAILWAY FROM THE STATION, 6 RAILS SOUTHWEST OF MILE POST 70, 54
 RG0012'FEET SOUTHEAST OF SOUTHEAST RAIL, 7 FEET SOUTHEAST OF A FENCE
 RG0012'LINE, IN THE TOP OF A 6 BY 6-FOOT BOULDER AND ABOUT LEVEL WITH
 RG0012'TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 02:07:46 EDT
 RG0011 ***********************************************************************
 RG0011  DESIGNATION -  Z 4
 RG0011  PID         -  RG0011
 RG0011  STATE/COUNTY-  PQ/MONTMAGNY
 RG0011  COUNTRY     -  CANADA
 RG0011  NTS MAPSHEET-  SAINT-MAGLOIRE (2020)
 RG0011
 RG0011                         *CURRENT SURVEY CONTROL
 RG0011  ______________________________________________________________________
 RG0011* NAD 83(1986) POSITION- 46 34 42.     (N) 070 04 10.     (W)   SCALED
 RG0011* NAVD 88 ORTHO HEIGHT -   349.461 (meters)     1146.52  (feet) ADJUSTED
 RG0011  ______________________________________________________________________
 RG0011  GEOID HEIGHT    -        -27.157 (meters)                     EGM08
 RG0011  DYNAMIC HEIGHT  -        349.470 (meters)     1146.55  (feet) COMP
 RG0011  MODELED GRAVITY -    980,630.1   (mgal)                       NAVD 88
 RG0011
 RG0011  VERT ORDER      -  FIRST     CLASS II
 RG0011
 RG0011.The positional and height information provided upon this datasheet are not
 RG0011.officially recognized by the Government of Canada, provincial governments
 RG0011.within Canada, nor are they intended to replace or substitute for them.
 RG0011.The intent of sharing this data is to allow access to positions or heights
 RG0011.recognized by the United States Government. Passive control that is used by
 RG0011.both nations may share the same or similar designations or descriptions but
 RG0011.do not share official positions or heights. The 'Station Description' may
 RG0011.originate from a Canadian 'Station Report' and if so contains information
 RG0011.licensed under the 'Open Government License - Canada'.
 RG0011
 RG0011.The horizontal coordinates were scaled from a map and have
 RG0011.an estimated accuracy of +/- 6 seconds.
 RG0011
 RG0011.The orthometric height was determined by differential leveling and
 RG0011.adjusted by the NATIONAL GEODETIC SURVEY
 RG0011.in June 1991.
 RG0011
 RG0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 RG0011
 RG0011.Click photographs - Photos may exist for this station.
 RG0011
 RG0011.The dynamic height is computed by dividing the NAVD 88
 RG0011.geopotential number by the normal gravity value computed on the
 RG0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RG0011.degrees latitude (g = 980.6199 gals.).
 RG0011
 RG0011.The modeled gravity was interpolated from observed gravity values.
 RG0011
 RG0011
 RG0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TDM180588(NAD 83)
 RG0011
 RG0011                          SUPERSEDED SURVEY CONTROL
 RG0011
 RG0011  NGVD 29 (??/??/92)  349.632  (m)         1147.08   (f) ADJ UNCH    1 2
 RG0011
 RG0011.Superseded values are not recommended for survey control.
 RG0011
 RG0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RG0011.See file dsdata.pdf to determine how the superseded data were derived.
 RG0011
 RG0011_MARKER: DB = BENCH MARK DISK
 RG0011_SETTING: 80 = SET IN A BOULDER
 RG0011_STAMPING: Z 4 1953
 RG0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RG0011+STABILITY: SURFACE MOTION
 RG0011
 RG0011  HISTORY     - Date     Condition        Report By
 RG0011  HISTORY     - 1953     MONUMENTED       CGS
 RG0011
 RG0011                          STATION DESCRIPTION
 RG0011
 RG0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 RG0011'1.4 MI NE FROM STE JUSTE.
 RG0011'1.4 MILES NORTHEAST ALONG THE QUEBEC CENTRAL RAILWAY FROM THE
 RG0011'STATION AT STE JUSTE, ABOUT 0.8 MILE SOUTHWEST OF THE STATION
 RG0011'AT DAAQUAM, 21 RAILS NORTHEAST OF A SIGN DAAQUAM, 37 FEET
 RG0011'SOUTHEAST OF SOUTHEAST RAIL, 11 1/2 RAILS NORTHWEST OF A FENCE
 RG0011'LINE AND SET IN THE TOP OF A 9 BY 7 FOOT GRANITE BOULDER.

 *** retrieval complete.
