














                                  SURVEY CONTROL DATA
                                
                             STATE=ON
                             [MAY 11, 2024 01:35:5]
                              Version = 8.12.5.18
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 SZ0062 ***********************************************************************
 SZ0062  DESIGNATION -  008740082
 SZ0062  PID         -  SZ0062
 SZ0062  STATE/COUNTY-  ON/THUNDER BAY
 SZ0062  COUNTRY     -  CANADA
 SZ0062  NTS MAPSHEET-  KAKABEKA FALLS (2020)
 SZ0062
 SZ0062                         *CURRENT SURVEY CONTROL
 SZ0062  ______________________________________________________________________
 SZ0062* NAD 83(1996) POSITION- 48 29 43.86429(N) 089 38 13.29701(W)   ADJUSTED
 SZ0062* NAVD 88 ORTHO HEIGHT -   522.    (meters)     1713.    (feet) SCALED
 SZ0062  ______________________________________________________________________
 SZ0062  GEOID HEIGHT    -        -35.366 (meters)                     EGM08
 SZ0062  HORZ ORDER      -  FIRST
 SZ0062
 SZ0062.The positional and height information provided upon this datasheet are not
 SZ0062.officially recognized by the Government of Canada, provincial governments
 SZ0062.within Canada, nor are they intended to replace or substitute for them.
 SZ0062.The intent of sharing this data is to allow access to positions or heights
 SZ0062.recognized by the United States Government. Passive control that is used by
 SZ0062.both nations may share the same or similar designations or descriptions but
 SZ0062.do not share official positions or heights. The 'Station Description' may
 SZ0062.originate from a Canadian 'Station Report' and if so contains information
 SZ0062.licensed under the 'Open Government License - Canada'.
 SZ0062
 SZ0062.The horizontal coordinates were established by classical geodetic methods
 SZ0062.and adjusted by the National Geodetic Survey in March 1999.
 SZ0062
 SZ0062.The orthometric height was scaled from a topographic map.
 SZ0062
 SZ0062.Significant digits in the geoid height do not necessarily reflect accuracy.
 SZ0062
 SZ0062.Click photographs - Photos may exist for this station.
 SZ0062
 SZ0062. The following values were computed from the NAD 83(1996) position.
 SZ0062
 SZ0062;                    North         East     Units Scale Factor Converg.
 SZ0062;UTM  16      - 5,374,735.867   305,189.072   MT  1.00006630   -1 58 31.8
 SZ0062
 SZ0062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SZ0062!UTM  16      -   0.99992371  x   1.00006630  =   0.99999000
 SZ0062
 SZ0062:                Primary Azimuth Mark                     Grid Az
 SZ0062:UTM  16      -  MCKAY                                    124 43 11.0
 SZ0062
 SZ0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16UCU0518974735(NAD 83)
 SZ0062
 SZ0062|---------------------------------------------------------------------|
 SZ0062| PID    Reference Object                     Distance      Geod. Az  |
 SZ0062|                                                           dddmmss.s |
 SZ0062| SZ0061 MCKAY                               APPROX.30.9 KM 1224439.2 |
 SZ0062|---------------------------------------------------------------------|
 SZ0062
 SZ0062                          SUPERSEDED SURVEY CONTROL
 SZ0062
 SZ0062  NAD 83(1986)-  48 29 43.85393(N)    089 38 13.26879(W) AD(       ) 1
 SZ0062
 SZ0062.Superseded values are not recommended for survey control.
 SZ0062
 SZ0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SZ0062.See file dsdata.pdf to determine how the superseded data were derived.
 SZ0062
 SZ0062
 SZ0062  HISTORY     - Date     Condition        Report By
 SZ0062  HISTORY     - UNK      MONUMENTED
 SZ0062
 SZ0062                          STATION DESCRIPTION
 SZ0062
 SZ0062'DESCRIBED UNK
 SZ0062'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTH OF CONMEE, 2.7 MI
 SZ0062'(4.3 KM) SOUTH-SOUTHEAST OF SISTONENS CORNERS AND 1.1 MI (1.8 KM)
 SZ0062'NORTH-NORTHWEST OF MOKOMON.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TY0001 ***********************************************************************
 TY0001  DESIGNATION -  05U669
 TY0001  PID         -  TY0001
 TY0001  STATE/COUNTY-  ON/SIMCOE
 TY0001  COUNTRY     -  CANADA
 TY0001  NTS MAPSHEET-  NOTTAWASAGA BAY (2020)
 TY0001
 TY0001                         *CURRENT SURVEY CONTROL
 TY0001  ______________________________________________________________________
 TY0001* NAD 83(1986) POSITION- 44 30 10.8    (N) 080 12 46.8    (W)   HD_HELD2
 TY0001* NAVD 88 ORTHO HEIGHT -   178.197 (meters)      584.63  (feet) ADJUSTED
 TY0001  ______________________________________________________________________
 TY0001  GEOID HEIGHT    -        -36.555 (meters)                     EGM08
 TY0001  DYNAMIC HEIGHT  -        178.175 (meters)      584.56  (feet) COMP
 TY0001  MODELED GRAVITY -    980,495.0   (mgal)                       NAVD 88
 TY0001
 TY0001  VERT ORDER      -  FIRST     CLASS II
 TY0001
 TY0001.The positional and height information provided upon this datasheet are not
 TY0001.officially recognized by the Government of Canada, provincial governments
 TY0001.within Canada, nor are they intended to replace or substitute for them.
 TY0001.The intent of sharing this data is to allow access to positions or heights
 TY0001.recognized by the United States Government. Passive control that is used by
 TY0001.both nations may share the same or similar designations or descriptions but
 TY0001.do not share official positions or heights. The 'Station Description' may
 TY0001.originate from a Canadian 'Station Report' and if so contains information
 TY0001.licensed under the 'Open Government License - Canada'.
 TY0001
 TY0001.The horizontal coordinates were established by autonomous hand held GPS
 TY0001.observations and have an estimated accuracy of +/- 10 meters.
 TY0001
 TY0001.The orthometric height was determined by differential leveling and
 TY0001.adjusted by the NATIONAL GEODETIC SURVEY
 TY0001.in June 1991.
 TY0001
 TY0001.Significant digits in the geoid height do not necessarily reflect accuracy.
 TY0001
 TY0001.Click photographs - Photos may exist for this station.
 TY0001
 TY0001.The dynamic height is computed by dividing the NAVD 88
 TY0001.geopotential number by the normal gravity value computed on the
 TY0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TY0001.degrees latitude (g = 980.6199 gals.).
 TY0001
 TY0001.The modeled gravity was interpolated from observed gravity values.
 TY0001
 TY0001
 TY0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNK6256128043(NAD 83)
 TY0001
 TY0001                          SUPERSEDED SURVEY CONTROL
 TY0001
 TY0001.No superseded survey control is available for this station.
 TY0001
 TY0001_MARKER: B = BOLT
 TY0001_STAMPING: 05U669
 TY0001_MARK LOGO: GSC
 TY0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TY0001
 TY0001  HISTORY     - Date     Condition        Report By
 TY0001  HISTORY     - 1905     MONUMENTED       GSC
 TY0001  HISTORY     - 19050401 GOOD             GSC
 TY0001  HISTORY     - 1980     GOOD             NOS
 TY0001
 TY0001                          STATION DESCRIPTION
 TY0001
 TY0001'DESCRIBED BY GEODETIC SURVEY OF CANADA 1905 (UNK)
 TY0001'THE STATION IS LOCATED ABOUT 59.0 KM (36.7 MI) EAST OF OWEN SOUND,
 TY0001'43.0 KM (26.7 MI) WEST-NORTHWEST OF BARRIE, 36.0 KM (22.4 MI)
 TY0001'SOUTHWEST OF MIDLAND AND 11.4 KM (7.1 MI) WEST-NORTHWEST OF
 TY0001'COLLINGWOOD.
 TY0001'
 TY0001'THE MARK IS FOUND AT THE COLLINGWOOD SHIPYARDS DRY DOCK PUMP HOUSE.
 TY0001'
 TY0001'THE MARK IS A BOLT IN SOUTH STONE FOUNDATION WALL, 24 CM (9 INCHES)
 TY0001'FROM SOUTHEAST CORNER, IN THIRD COURSE BELOW BRICKWORK.
 TY0001
 TY0001                          STATION RECOVERY (1980)
 TY0001
 TY0001'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980
 TY0001'IN COLLINGWOOD.
 TY0001'THIS BENCH MARK IS AT THE WATER LEVEL MONITORING STATION IN
 TY0001'COLLINGWOOD, ONTARIO, CANADA.  HEIGHT ABOVE NAVD88 IS AVAILABLE FROM
 TY0001'THE GEODETIC SURVEY OF CANADA, AND ABOVE IGLD80 FROM THE CANADIAN
 TY0001'HYDROGRAPHIC SERVICE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DL5274 ***********************************************************************
 DL5274  DESIGNATION -  1 C
 DL5274  PID         -  DL5274
 DL5274  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 DL5274  COUNTRY     -  CANADA
 DL5274  NTS MAPSHEET-  CORNWALL (2020)
 DL5274
 DL5274                         *CURRENT SURVEY CONTROL
 DL5274  ______________________________________________________________________
 DL5274* NAD 83(1986) POSITION- 45 00 31.48   (N) 074 47 28.97   (W)   HD_HELD1
 DL5274* NAVD 88 ORTHO HEIGHT -    77.946 (meters)      255.73  (feet) ADJUSTED
 DL5274  ______________________________________________________________________
 DL5274  GEOID HEIGHT    -        -31.515 (meters)                     EGM08
 DL5274  DYNAMIC HEIGHT  -         77.944 (meters)      255.72  (feet) COMP
 DL5274  MODELED GRAVITY -    980,598.8   (mgal)                       NAVD 88
 DL5274
 DL5274  VERT ORDER      -  FIRST     CLASS II
 DL5274
 DL5274.The positional and height information provided upon this datasheet are not
 DL5274.officially recognized by the Government of Canada, provincial governments
 DL5274.within Canada, nor are they intended to replace or substitute for them.
 DL5274.The intent of sharing this data is to allow access to positions or heights
 DL5274.recognized by the United States Government. Passive control that is used by
 DL5274.both nations may share the same or similar designations or descriptions but
 DL5274.do not share official positions or heights. The 'Station Description' may
 DL5274.originate from a Canadian 'Station Report' and if so contains information
 DL5274.licensed under the 'Open Government License - Canada'.
 DL5274
 DL5274.The horizontal coordinates were determined by differentially corrected
 DL5274.hand held GPS observations or other comparable positioning techniques
 DL5274.and have an estimated accuracy of +/- 3 meters.
 DL5274
 DL5274.The orthometric height was determined by differential leveling and
 DL5274.adjusted by the NATIONAL GEODETIC SURVEY
 DL5274.in March 2024.
 DL5274
 DL5274.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5274
 DL5274.Click photographs - Photos may exist for this station.
 DL5274
 DL5274.The dynamic height is computed by dividing the NAVD 88
 DL5274.geopotential number by the normal gravity value computed on the
 DL5274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5274.degrees latitude (g = 980.6199 gals.).
 DL5274
 DL5274.The modeled gravity was interpolated from observed gravity values.
 DL5274
 DL5274
 DL5274_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1643983942(NAD 83)
 DL5274
 DL5274                          SUPERSEDED SURVEY CONTROL
 DL5274
 DL5274  NAVD 88 (10/14/09)   77.928  (m)          255.67   (f) SUPERSEDED  1 2
 DL5274
 DL5274.Superseded values are not recommended for survey control.
 DL5274
 DL5274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5274.See file dsdata.pdf to determine how the superseded data were derived.
 DL5274
 DL5274_MARKER: DD = SURVEY DISK
 DL5274_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL5274_SP_SET: DAM DECK
 DL5274_MARK LOGO: NONE
 DL5274_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5274+STABILITY: SURFACE MOTION
 DL5274_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5274+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2022
 DL5274
 DL5274  HISTORY     - Date     Condition        Report By
 DL5274  HISTORY     - 20081027 MONUMENTED       ONTAPW
 DL5274  HISTORY     - 20220912 GOOD             NGS
 DL5274
 DL5274                          STATION DESCRIPTION
 DL5274
 DL5274'DESCRIBED BY ONTARIO POWER GENERATION 2008
 DL5274'THE MARK IS LOCATED ABOUT 3.17 MI (5.1 KM) SOUTHWEST OF CORNWALL,
 DL5274'ONT., 7.36 MI (11.8 KM) NORTH NORTHEAST OF MASSENA, NY.  OWNERSHIP--
 DL5274'ONTARIO POWER GENERATION.  CONTACT THE ENGINEERING DEPARTMENT AT
 DL5274'613-932-3072 TO OBTAIN PERMISSION TO ACCESS THE MARK.
 DL5274'
 DL5274'BM 1-C IS THE HIGHEST POINT OF A 2-INCH (5 CM) BRASS HEX DISK SET
 DL5274'FLUSH IN THE CONCRETE DECK OF THE TOP OF THE HEADWORK.
 DL5274'
 DL5274'IT IS 6.72 M (22.0 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER OF HEAD
 DL5274'GATE HATCH COVER 2A AND 0.47 M (1.5 FT) WEST OF THE WESTERNMOST RAIL
 DL5274'OF THE OVERHEAD GANTRY CRANE.
 DL5274'
 DL5274'NOTE-NO STAMPING.
 DL5274
 DL5274                          STATION RECOVERY (2022)
 DL5274
 DL5274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (JAO)
 DL5274'MARK IS LOCATED 4.9 KM (3.0 MI) WEST-SOUTHWEST OF THE CORNWALL,
 DL5274'ONTARIO, CANADA CITY HALL AND WITHIN THE GROUNDS FOR THE ROBERT H.
 DL5274'SAUNDERS POWER DAM, ST. LAWRENCE GENERATING STATION, OPERATED BY
 DL5274'ONTARIO POWER GENERATION (OPG).
 DL5274'
 DL5274'CONTACT THE ENGINEERING DEPARTMENT AT 613-932-3072 TO OBTAIN
 DL5274'PERMISSION TO ACCESS THE MARK.
 DL5274'
 DL5274'BM 1-C IS THE HIGHEST POINT OF A 5 CM (2 INCH) BRASS HEXAGONAL SHAPE
 DL5274'DISK SET FLUSH IN THE CONCRETE DECK ON THE TOP OF THE HEADWORKS, 6.72
 DL5274'M (22.0 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER OF HEAD GATE HATCH
 DL5274'COVER 2A AND 0.47 M (1.5 FT) WEST OF THE WESTERNMOST RAIL FOR THE
 DL5274'OVERHEAD GANTRY CRANE.
 DL5274'
 DL5274'NOTE-NO STAMPING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DL5285 ***********************************************************************
 DL5285  DESIGNATION -  10 C
 DL5285  PID         -  DL5285
 DL5285  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 DL5285  COUNTRY     -  CANADA
 DL5285  NTS MAPSHEET-  CORNWALL (2020)
 DL5285
 DL5285                         *CURRENT SURVEY CONTROL
 DL5285  ______________________________________________________________________
 DL5285* NAD 83(1986) POSITION- 45 00 27.13   (N) 074 47 36.91   (W)   HD_HELD1
 DL5285* NAVD 88 ORTHO HEIGHT -    77.890 (meters)      255.54  (feet) ADJUSTED
 DL5285  ______________________________________________________________________
 DL5285  GEOID HEIGHT    -        -31.517 (meters)                     EGM08
 DL5285  DYNAMIC HEIGHT  -         77.888 (meters)      255.54  (feet) COMP
 DL5285  MODELED GRAVITY -    980,598.7   (mgal)                       NAVD 88
 DL5285
 DL5285  VERT ORDER      -  FIRST     CLASS II
 DL5285
 DL5285.The positional and height information provided upon this datasheet are not
 DL5285.officially recognized by the Government of Canada, provincial governments
 DL5285.within Canada, nor are they intended to replace or substitute for them.
 DL5285.The intent of sharing this data is to allow access to positions or heights
 DL5285.recognized by the United States Government. Passive control that is used by
 DL5285.both nations may share the same or similar designations or descriptions but
 DL5285.do not share official positions or heights. The 'Station Description' may
 DL5285.originate from a Canadian 'Station Report' and if so contains information
 DL5285.licensed under the 'Open Government License - Canada'.
 DL5285
 DL5285.The horizontal coordinates were determined by differentially corrected
 DL5285.hand held GPS observations or other comparable positioning techniques
 DL5285.and have an estimated accuracy of +/- 3 meters.
 DL5285
 DL5285.The orthometric height was determined by differential leveling and
 DL5285.adjusted by the NATIONAL GEODETIC SURVEY
 DL5285.in March 2024.
 DL5285
 DL5285.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5285
 DL5285.Click photographs - Photos may exist for this station.
 DL5285
 DL5285.The dynamic height is computed by dividing the NAVD 88
 DL5285.geopotential number by the normal gravity value computed on the
 DL5285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5285.degrees latitude (g = 980.6199 gals.).
 DL5285
 DL5285.The modeled gravity was interpolated from observed gravity values.
 DL5285
 DL5285
 DL5285_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1626683808(NAD 83)
 DL5285
 DL5285                          SUPERSEDED SURVEY CONTROL
 DL5285
 DL5285  NAVD 88 (10/14/09)   77.878  (m)          255.50   (f) SUPERSEDED  1 2
 DL5285
 DL5285.Superseded values are not recommended for survey control.
 DL5285
 DL5285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5285.See file dsdata.pdf to determine how the superseded data were derived.
 DL5285
 DL5285_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DL5285_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL5285_SP_SET: DAM DECK
 DL5285_MARK LOGO: NONE
 DL5285_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5285+STABILITY: SURFACE MOTION
 DL5285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5285+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2022
 DL5285
 DL5285  HISTORY     - Date     Condition        Report By
 DL5285  HISTORY     - 1958     MONUMENTED       ONTAPW
 DL5285  HISTORY     - 20220912 GOOD             NGS
 DL5285
 DL5285                          STATION DESCRIPTION
 DL5285
 DL5285'DESCRIBED BY ONTARIO POWER GENERATION 1958
 DL5285'THE MARK IS LOCATED ABOUT 3.26 MI (5.2 KM) SOUTHWEST OF CORNWALL,
 DL5285'ONT., 7.22 MI (11.6 KM) NORTH NORTHEAST OF MASSENA, NY.  OWNERSHIP--
 DL5285'ONTARIO POWER GENERATION.  CONTACT THE ENGINEERING DEPARTMENT AT
 DL5285'613-932-3072 TO OBTAIN PERMISSION TO ACCESS THE MARK.
 DL5285'
 DL5285'BM 10-C IS THE HIGHEST POINT OF A 2-INCH (5 CM) BRASS HEX DISK SET
 DL5285'FLUSH IN THE CONCRETE DECK OF THE TOP OF THE HEADWORK.
 DL5285'
 DL5285'IT IS 6.51 M (21.4 FT) WEST OF THE SOUTHWEST CORNER OF HEAD GATE HATCH
 DL5285'COVER 10C AND 0.44 M (1.4 FT) WEST OF THE WESTERNMOST RAIL OF THE
 DL5285'OVERHEAD GANTRY CRANE.
 DL5285'
 DL5285'NOTE-NO STAMPING ON DISK.
 DL5285
 DL5285                          STATION RECOVERY (2022)
 DL5285
 DL5285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (JAO)
 DL5285'MARK IS LOCATED 4.9 KM (3.0 MI) WEST-SOUTHWEST OF THE CORNWALL,
 DL5285'ONTARIO, CANADA CITY HALL AND WITHIN THE GROUNDS FOR THE ROBERT H.
 DL5285'SAUNDERS POWER DAM, ST. LAWRENCE GENERATING STATION, OPERATED BY
 DL5285'ONTARIO POWER GENERATION (OPG).
 DL5285'
 DL5285'CONTACT THE ENGINEERING DEPARTMENT AT 613-932-3072 TO OBTAIN
 DL5285'PERMISSION TO ACCESS THE MARK.
 DL5285'
 DL5285'10 C IS THE HIGHEST POINT OF A 5 CM (2 INCH) BRASS HEXAGONAL SHAPE
 DL5285'DISK SET FLUSH IN THE CONCRETE DECK ON THE NORTHWEST SIDE AND ON THE
 DL5285'TOP OF THE HEADWORKS.
 DL5285'
 DL5285'IT IS 6.80 M (22.6 FT) WEST NORTHWEST OF THE NORTHWEST CORNER OF
 DL5285'HEADGATE HATCH COVER 11A, 6.51 M (21.4 FT) WEST-SOUTHWEST OF THE
 DL5285'SOUTHWEST CORNER OF HEADGATE HATCH COVER 10C AND 0.44 M (1.5 FT) WEST
 DL5285'OF THE WESTERNMOST RAIL FOR THE OVERHEAD GANTRY CRANE.
 DL5285'
 DL5285'NOTE-NO STAMPING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1091 ***********************************************************************
 RJ1091  DESIGNATION -  10A USE
 RJ1091  PID         -  RJ1091
 RJ1091  STATE/COUNTY-  ON/ALGOMA
 RJ1091  COUNTRY     -  CANADA
 RJ1091  NTS MAPSHEET-  041K07 (2020)
 RJ1091
 RJ1091                         *CURRENT SURVEY CONTROL
 RJ1091  ______________________________________________________________________
 RJ1091* NAD 83(1986) POSITION- 46 28 08.95820(N) 084 30 33.83875(W)   ADJUSTED
 RJ1091* NAVD 88 ORTHO HEIGHT -   186.0   (meters)      610.    (feet) VERTCON
 RJ1091  ______________________________________________________________________
 RJ1091  GEOID HEIGHT    -        -36.940 (meters)                     EGM08
 RJ1091  HORZ ORDER      -  SECOND
 RJ1091
 RJ1091.The positional and height information provided upon this datasheet are not
 RJ1091.officially recognized by the Government of Canada, provincial governments
 RJ1091.within Canada, nor are they intended to replace or substitute for them.
 RJ1091.The intent of sharing this data is to allow access to positions or heights
 RJ1091.recognized by the United States Government. Passive control that is used by
 RJ1091.both nations may share the same or similar designations or descriptions but
 RJ1091.do not share official positions or heights. The 'Station Description' may
 RJ1091.originate from a Canadian 'Station Report' and if so contains information
 RJ1091.licensed under the 'Open Government License - Canada'.
 RJ1091
 RJ1091.The horizontal coordinates were established by classical geodetic methods
 RJ1091.and adjusted by the National Geodetic Survey in May 1990.
 RJ1091
 RJ1091.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1091
 RJ1091.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1091
 RJ1091.Click photographs - Photos may exist for this station.
 RJ1091
 RJ1091. The following values were computed from the NAD 83(1986) position.
 RJ1091
 RJ1091;                    North         East     Units Scale Factor Converg.
 RJ1091;UTM  16      - 5,149,189.991   691,213.496   MT  1.00004945   +1 48 22.5
 RJ1091
 RJ1091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1091!UTM  16      -   0.99997663  x   1.00004945  =   1.00002608
 RJ1091
 RJ1091:                Primary Azimuth Mark                     Grid Az
 RJ1091:UTM  16      -  BIRCH POINT                              193 28 15.2
 RJ1091
 RJ1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9121349189(NAD 83)
 RJ1091
 RJ1091|---------------------------------------------------------------------|
 RJ1091| PID    Reference Object                     Distance      Geod. Az  |
 RJ1091|                                                           dddmmss.s |
 RJ1091| RJ0252 BIRCH POINT                         APPROX. 4.1 KM 1951637.7 |
 RJ1091| RJ1093 BRIMLEY TANK                        APPROX. 8.9 KM 2122845.0 |
 RJ1091|---------------------------------------------------------------------|
 RJ1091
 RJ1091                          SUPERSEDED SURVEY CONTROL
 RJ1091
 RJ1091  NAD 83(1986)-  46 28 08.94571(N)    084 30 33.84646(W) AD(       ) 3
 RJ1091  NAD 27      -  46 28 08.87724(N)    084 30 33.67124(W) AD(       ) 3
 RJ1091  NGVD 29 (05/22/90)  186.0    (m)  RAPSU86  model used  GPS OBS        
 RJ1091
 RJ1091.Superseded values are not recommended for survey control.
 RJ1091
 RJ1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1091.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1091
 RJ1091_MARKER: I = METAL ROD
 RJ1091_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RJ1091_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RJ1091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1091
 RJ1091  HISTORY     - Date     Condition        Report By
 RJ1091  HISTORY     - 1981     MONUMENTED       NOS
 RJ1091  HISTORY     - 1988     GOOD             USACE
 RJ1091
 RJ1091                          STATION DESCRIPTION
 RJ1091
 RJ1091'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ1091'THE STATION IS LOCATED NEAR POINTE AUX CHENES SOUTH OF THE
 RJ1091'SAULT STE MARIE ONTARIO AIRPORT ON THE SHORELINE OF THE ST
 RJ1091'MARYS RIVER.
 RJ1091'
 RJ1091'TO REACH THE STATION FROM THE JUNCTION OF DES CHENES DRIVE
 RJ1091'AND POINTE AUX PINS ROAD SOUTH OF THE AIRPORT, GO SOUTH AND
 RJ1091'WEST ON DES CHENES DRIVE FOR 1.9 KILOMETERS(1.2 MILES) TO THE
 RJ1091'DRIVEWAY AT 311 DES CHENES DRIVE ON THE LEFT.  TURN LEFT
 RJ1091'AND DRIVE SOUTH TO THE SHORELINE AND THE STATION UNDER A
 RJ1091'3 METER TRIPOD.
 RJ1091'
 RJ1091'THE STATION IS A PUNCH HOLE SURROUNDED BY A CUT TRIANGLE IN
 RJ1091'THE TOP OF A 1 INCH SQUARE IRON ROD.  THE ROD IS CEMENTED
 RJ1091'INTO A 2 1/2 INCH PIPE WHICH IS DRIVEN INTO THE GROUND.
 RJ1091'
 RJ1091'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.31 METERS.
 RJ1091
 RJ1091                          STATION RECOVERY (1988)
 RJ1091
 RJ1091'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1091'THE STATION IS LOCATED ABOUT 12.1 KM (7.5 MI) WEST-SOUTHWEST OF
 RJ1091'SAULT STE MARIE.
 RJ1091'9.0 KM (5.6 MI) NORTHEAST OF BRIMLEY IN FRAC SEC 22 TWP OF PARKE
 RJ1091'DISTRICT OF ALGOMA.
 RJ1091'OWNERSHIP--WILLIAM L. AND MARGARET P. WRIGHT
 RJ1091'
 RJ1091'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1091'WEST FOR 1.0 KM (0.65 MI) ON RIDGE STREET, TURN LEFT AND GO SOUTH
 RJ1091'FOR  0.3 KM (0.2 MI) ON MERIDIAN STREET TO INTERSECTION OF MERIDIAN
 RJ1091'STREET AND SOUTH STREET, TURN RIGHT AND GO WEST FOR 1.0 KM (0.6 MI)
 RJ1091'ON A GRAVEL ROAD TO ASHMUN BAY BOAT LAUNCH.  TRAVEL BY BOAT UPRIVER
 RJ1091'FOR 0.75 HOURS PAST RED AND WHITE NAVIGATION LIGHT (PT. LOUISE)
 RJ1091'AND STATION UNDER LARGE WHITE NAVIGATION TRIPOD.
 RJ1091'
 RJ1091'THE STATION IS A 1 CM (2 IN) PIPE FILLED WITH CONCRETE CENTER
 RJ1091'MARKED WITH A SQUARE BOLT.
 RJ1091'
 RJ1091'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1089 ***********************************************************************
 RJ1089  DESIGNATION -  10R USLS
 RJ1089  PID         -  RJ1089
 RJ1089  STATE/COUNTY-  ON/ALGOMA
 RJ1089  COUNTRY     -  CANADA
 RJ1089  NTS MAPSHEET-  041K07 (2020)
 RJ1089
 RJ1089                         *CURRENT SURVEY CONTROL
 RJ1089  ______________________________________________________________________
 RJ1089* NAD 83(1986) POSITION- 46 28 08.95392(N) 084 30 48.07484(W)   ADJUSTED
 RJ1089* NAVD 88 ORTHO HEIGHT -   182.    (meters)      597.    (feet) SCALED
 RJ1089  ______________________________________________________________________
 RJ1089  GEOID HEIGHT    -        -36.938 (meters)                     EGM08
 RJ1089  HORZ ORDER      -  THIRD
 RJ1089
 RJ1089.The positional and height information provided upon this datasheet are not
 RJ1089.officially recognized by the Government of Canada, provincial governments
 RJ1089.within Canada, nor are they intended to replace or substitute for them.
 RJ1089.The intent of sharing this data is to allow access to positions or heights
 RJ1089.recognized by the United States Government. Passive control that is used by
 RJ1089.both nations may share the same or similar designations or descriptions but
 RJ1089.do not share official positions or heights. The 'Station Description' may
 RJ1089.originate from a Canadian 'Station Report' and if so contains information
 RJ1089.licensed under the 'Open Government License - Canada'.
 RJ1089
 RJ1089.The horizontal coordinates were established by classical geodetic methods
 RJ1089.and adjusted by the National Geodetic Survey in July 1986.
 RJ1089
 RJ1089.The orthometric height was scaled from a topographic map.
 RJ1089
 RJ1089.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1089
 RJ1089.Click photographs - Photos may exist for this station.
 RJ1089
 RJ1089. The following values were computed from the NAD 83(1986) position.
 RJ1089
 RJ1089;                    North         East     Units Scale Factor Converg.
 RJ1089;UTM  16      - 5,149,180.293   690,909.909   MT  1.00004802   +1 48 12.1
 RJ1089
 RJ1089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1089!UTM  16      -   0.99997725  x   1.00004802  =   1.00002527
 RJ1089
 RJ1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9090949180(NAD 83)
 RJ1089
 RJ1089                          SUPERSEDED SURVEY CONTROL
 RJ1089
 RJ1089  NAD 27      -  46 28 08.90200(N)    084 30 47.90200(W) AD(       ) 3
 RJ1089  USSD        -  46 28 09.62000(N)    084 30 47.15000(W) AD(       ) 3
 RJ1089
 RJ1089.Superseded values are not recommended for survey control.
 RJ1089
 RJ1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1089.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1089
 RJ1089_MARKER: Z = SEE DESCRIPTION
 RJ1089_SETTING: 0 = UNSPECIFIED SETTING
 RJ1089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1089
 RJ1089  HISTORY     - Date     Condition        Report By
 RJ1089  HISTORY     - 1895     MONUMENTED       USLS
 RJ1089  HISTORY     - 1943     GOOD             IBC
 RJ1089  HISTORY     - 1968     MARK NOT FOUND   USACE
 RJ1089
 RJ1089                          STATION DESCRIPTION
 RJ1089
 RJ1089'DESCRIBED BY US LAKE SURVEY 1895
 RJ1089'NO PREVIOUS DESCRIPTION AVAILABLE.
 RJ1089
 RJ1089                          STATION RECOVERY (1943)
 RJ1089
 RJ1089'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ1089'NEAR THE CANADIAN SHORE, ON THE NE SIDE OF WHITEFISH BAY WHERE IT
 RJ1089'NARROWS TO FORM THE ENTRANCE TO THE ST MARYS RIVER.  IT IS N OF ROUND
 RJ1089'ISLAND AND ABOUT A MILE SE OF POINTE AUX CHENES.
 RJ1089
 RJ1089                          STATION RECOVERY (1968)
 RJ1089
 RJ1089'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1968
 RJ1089'STATION NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DL5286 ***********************************************************************
 DL5286  DESIGNATION -  11 C
 DL5286  PID         -  DL5286
 DL5286  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 DL5286  COUNTRY     -  CANADA
 DL5286  NTS MAPSHEET-  CORNWALL (2020)
 DL5286
 DL5286                         *CURRENT SURVEY CONTROL
 DL5286  ______________________________________________________________________
 DL5286* NAD 83(1986) POSITION- 45 00 26.64   (N) 074 47 37.80   (W)   HD_HELD1
 DL5286* NAVD 88 ORTHO HEIGHT -    77.900 (meters)      255.58  (feet) ADJUSTED
 DL5286  ______________________________________________________________________
 DL5286  GEOID HEIGHT    -        -31.517 (meters)                     EGM08
 DL5286  DYNAMIC HEIGHT  -         77.898 (meters)      255.57  (feet) COMP
 DL5286  MODELED GRAVITY -    980,598.6   (mgal)                       NAVD 88
 DL5286
 DL5286  VERT ORDER      -  FIRST     CLASS II
 DL5286
 DL5286.The positional and height information provided upon this datasheet are not
 DL5286.officially recognized by the Government of Canada, provincial governments
 DL5286.within Canada, nor are they intended to replace or substitute for them.
 DL5286.The intent of sharing this data is to allow access to positions or heights
 DL5286.recognized by the United States Government. Passive control that is used by
 DL5286.both nations may share the same or similar designations or descriptions but
 DL5286.do not share official positions or heights. The 'Station Description' may
 DL5286.originate from a Canadian 'Station Report' and if so contains information
 DL5286.licensed under the 'Open Government License - Canada'.
 DL5286
 DL5286.The horizontal coordinates were determined by differentially corrected
 DL5286.hand held GPS observations or other comparable positioning techniques
 DL5286.and have an estimated accuracy of +/- 3 meters.
 DL5286
 DL5286.The orthometric height was determined by differential leveling and
 DL5286.adjusted by the NATIONAL GEODETIC SURVEY
 DL5286.in March 2024.
 DL5286
 DL5286.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5286
 DL5286.Click photographs - Photos may exist for this station.
 DL5286
 DL5286.The dynamic height is computed by dividing the NAVD 88
 DL5286.geopotential number by the normal gravity value computed on the
 DL5286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5286.degrees latitude (g = 980.6199 gals.).
 DL5286
 DL5286.The modeled gravity was interpolated from observed gravity values.
 DL5286
 DL5286
 DL5286_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1624683793(NAD 83)
 DL5286
 DL5286                          SUPERSEDED SURVEY CONTROL
 DL5286
 DL5286  NAVD 88 (10/14/09)   77.889  (m)          255.54   (f) SUPERSEDED  1 2
 DL5286
 DL5286.Superseded values are not recommended for survey control.
 DL5286
 DL5286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5286.See file dsdata.pdf to determine how the superseded data were derived.
 DL5286
 DL5286_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DL5286_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL5286_SP_SET: DAM DECK
 DL5286_MARK LOGO: NONE
 DL5286_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5286+STABILITY: SURFACE MOTION
 DL5286_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5286+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2022
 DL5286
 DL5286  HISTORY     - Date     Condition        Report By
 DL5286  HISTORY     - 1958     MONUMENTED       ONTAPW
 DL5286  HISTORY     - 20220912 GOOD             NGS
 DL5286
 DL5286                          STATION DESCRIPTION
 DL5286
 DL5286'DESCRIBED BY ONTARIO POWER GENERATION 1958
 DL5286'THE MARK IS LOCATED ABOUT 3.28 MI (5.3 KM) SOUTHWEST OF CORNWALL,
 DL5286'ONT., 7.21 MI (11.6 KM) NORTH NORTHEAST OF MASSENA, NY.
 DL5286'OWNERSHIP--ONTARIO POWER GENERATION.  CONTACT THE ENGINEERING
 DL5286'DEPARTMENT AT 613-932-3072 TO OBTAIN PERMISSION TO ACCESS THE MARK.
 DL5286'
 DL5286'BM 11-C IS THE HIGHEST POINT OF A 2-INCH (5 CM) BRASS HEX DISK SET
 DL5286'FLUSH IN THE CONCRETE DECK OF THE TOP OF THE HEADWORK.
 DL5286'
 DL5286'IT IS 6.54 M (21.5 FT) WEST OF THE SOUTHWEST CORNER OF HEAD GATE HATCH
 DL5286'COVER 11C AND 0.46 M (1.5 FT) WEST OF THE WESTERNMOST RAIL OF THE
 DL5286'OVERHEAD GANTRY CRANE.
 DL5286'
 DL5286'NOTE-NO STAMPING ON DISK.
 DL5286
 DL5286                          STATION RECOVERY (2022)
 DL5286
 DL5286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (JAO)
 DL5286'THE MARK IS LOCATED 4.9 KM (3.0 MI) WEST-SOUTHWEST OF THE CORNWALL,
 DL5286'ONTARIO, CANADA CITY HALL AND WITHIN THE GROUNDS FOR THE ROBERT H.
 DL5286'SAUNDERS POWER DAM, ST. LAWRENCE GENERATING STATION, OPERATED BY
 DL5286'ONTARIO POWER GENERATION (OPG).
 DL5286'
 DL5286'CONTACT THE ENGINEERING DEPARTMENT AT 613-932-3072 TO OBTAIN
 DL5286'PERMISSION TO ACCESS THE MARK.
 DL5286'
 DL5286'11 C IS THE HIGHEST POINT OF A 5 CM (2 INCHES) BRASS HEXAGONAL SHAPE
 DL5286'DISK SET FLUSH IN THE CONCRETE DECK ON THE NORTHWEST SIDE AND ON THE
 DL5286'TOP OF THE HEADWORKS.
 DL5286'
 DL5286'IT IS 6.70 M (22.0 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER OF
 DL5286'HEADGATE HATCH COVER 12A, 6.54 M (21.5 FT) WEST-SOUTHWEST OF THE
 DL5286'SOUTHWEST CORNER OF HEADGATE HATCH COVER 11C AND 0.46 M (1.5 FT) WEST
 DL5286'OF THE WESTERNMOST RAIL FOR THE OVERHEAD GANTRY CRANE.
 DL5286'
 DL5286'NOTE-NO STAMPING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DL5287 ***********************************************************************
 DL5287  DESIGNATION -  12 C
 DL5287  PID         -  DL5287
 DL5287  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 DL5287  COUNTRY     -  CANADA
 DL5287  NTS MAPSHEET-  CORNWALL (2020)
 DL5287
 DL5287                         *CURRENT SURVEY CONTROL
 DL5287  ______________________________________________________________________
 DL5287* NAD 83(1986) POSITION- 45 00 26.15   (N) 074 47 38.68   (W)   HD_HELD1
 DL5287* NAVD 88 ORTHO HEIGHT -    77.889 (meters)      255.54  (feet) ADJUSTED
 DL5287  ______________________________________________________________________
 DL5287  GEOID HEIGHT    -        -31.518 (meters)                     EGM08
 DL5287  DYNAMIC HEIGHT  -         77.888 (meters)      255.54  (feet) COMP
 DL5287  MODELED GRAVITY -    980,598.6   (mgal)                       NAVD 88
 DL5287
 DL5287  VERT ORDER      -  FIRST     CLASS II
 DL5287
 DL5287.The positional and height information provided upon this datasheet are not
 DL5287.officially recognized by the Government of Canada, provincial governments
 DL5287.within Canada, nor are they intended to replace or substitute for them.
 DL5287.The intent of sharing this data is to allow access to positions or heights
 DL5287.recognized by the United States Government. Passive control that is used by
 DL5287.both nations may share the same or similar designations or descriptions but
 DL5287.do not share official positions or heights. The 'Station Description' may
 DL5287.originate from a Canadian 'Station Report' and if so contains information
 DL5287.licensed under the 'Open Government License - Canada'.
 DL5287
 DL5287.The horizontal coordinates were determined by differentially corrected
 DL5287.hand held GPS observations or other comparable positioning techniques
 DL5287.and have an estimated accuracy of +/- 3 meters.
 DL5287
 DL5287.The orthometric height was determined by differential leveling and
 DL5287.adjusted by the NATIONAL GEODETIC SURVEY
 DL5287.in March 2024.
 DL5287
 DL5287.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5287
 DL5287.Click photographs - Photos may exist for this station.
 DL5287
 DL5287.The dynamic height is computed by dividing the NAVD 88
 DL5287.geopotential number by the normal gravity value computed on the
 DL5287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5287.degrees latitude (g = 980.6199 gals.).
 DL5287
 DL5287.The modeled gravity was interpolated from observed gravity values.
 DL5287
 DL5287
 DL5287_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1622783777(NAD 83)
 DL5287
 DL5287                          SUPERSEDED SURVEY CONTROL
 DL5287
 DL5287  NAVD 88 (10/14/09)   77.879  (m)          255.51   (f) SUPERSEDED  1 2
 DL5287
 DL5287.Superseded values are not recommended for survey control.
 DL5287
 DL5287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5287.See file dsdata.pdf to determine how the superseded data were derived.
 DL5287
 DL5287_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DL5287_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL5287_SP_SET: DAM DECK
 DL5287_MARK LOGO: NONE
 DL5287_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5287+STABILITY: SURFACE MOTION
 DL5287_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5287+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2022
 DL5287
 DL5287  HISTORY     - Date     Condition        Report By
 DL5287  HISTORY     - 1958     MONUMENTED       ONTAPW
 DL5287  HISTORY     - 20220912 GOOD             NGS
 DL5287
 DL5287                          STATION DESCRIPTION
 DL5287
 DL5287'DESCRIBED BY ONTARIO POWER GENERATION 1958
 DL5287'THE MARK IS LOCATED ABOUT 3.29 MI (5.3 KM) SOUTHWEST OF CORNWALL,
 DL5287'ONT., 7.19 MI (11.6 KM) NORTH NORTHEAST OF MASSENA, NY.
 DL5287'OWNERSHIP--ONTARIO POWER GENERATION.  CONTACT THE ENGINEERING
 DL5287'DEPARTMENT AT 613-932-3072 TO OBTAIN PERMISSION TO ACCESS THE MARK.
 DL5287'
 DL5287'BM 12-C IS THE HIGHEST POINT OF A 2-INCH (5 CM) BRASS HEX DISK SET
 DL5287'FLUSH IN THE CONCRETE DECK OF THE TOP OF THE HEADWORK WEST OF PEDESTAL
 DL5287'MD2.
 DL5287'
 DL5287'IT IS 6.53 M (21.4 FT) WEST OF THE SOUTHWEST CORNER OF HEAD GATE HATCH
 DL5287'COVER 12C AND 0.44 M (1.4 FT) WEST OF THE WESTERNMOST RAIL OF THE
 DL5287'OVERHEAD GANTRY CRANE.
 DL5287'
 DL5287'NOTE-NO STAMPING ON DISK.
 DL5287
 DL5287                          STATION RECOVERY (2022)
 DL5287
 DL5287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (JAO)
 DL5287'THE MARK IS LOCATED 4.9 KM (3.0 MI) WEST-SOUTHWEST OF THE CORNWALL,
 DL5287'ONTARIO, CANADA CITY HALL AND WITHIN THE GROUNDS FOR THE ROBERT H.
 DL5287'SAUNDERS POWER DAM, ST. LAWRENCE GENERATING STATION, OPERATED BY
 DL5287'ONTARIO POWER GENERATION (OPG).
 DL5287'
 DL5287'CONTACT THE ENGINEERING DEPARTMENT AT 613-932-3072 TO OBTAIN
 DL5287'PERMISSION TO ACCESS THE MARK.
 DL5287'
 DL5287'12-C IS THE HIGHEST POINT OF A 5 CM (2 INCHES) BRASS HEXAGONAL SHAPE
 DL5287'DISK SET FLUSH IN THE CONCRETE DECK ON THE NORTHWEST SIDE AND ON THE
 DL5287'TOP OF THE HEADWORKS.
 DL5287'
 DL5287'IT IS 6.90 M (22.3 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER OF
 DL5287'HEADGATE HATCH COVER 13A, 6.53 M (21.4 FT) WEST-SOUTHWEST OF THE
 DL5287'SOUTHWEST CORNER OF HEADGATE HATCH COVER 12C AND 0.44 M (1.4 FT) WEST
 DL5287'OF THE WESTERNMOST RAIL FOR THE OVERHEAD GANTRY CRANE.
 DL5287'
 DL5287'NOTE-NO STAMPING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1074 ***********************************************************************
 RJ1074  DESIGNATION -  12 USLS 1893
 RJ1074  PID         -  RJ1074
 RJ1074  STATE/COUNTY-  ON/ALGOMA
 RJ1074  COUNTRY     -  CANADA
 RJ1074  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ1074
 RJ1074                         *CURRENT SURVEY CONTROL
 RJ1074  ______________________________________________________________________
 RJ1074* NAD 83(1986) POSITION- 46 27 50.61662(N) 084 28 27.09432(W)   ADJUSTED
 RJ1074* NAVD 88 ORTHO HEIGHT -   182.    (meters)      597.    (feet) SCALED
 RJ1074  ______________________________________________________________________
 RJ1074  GEOID HEIGHT    -        -36.959 (meters)                     EGM08
 RJ1074  HORZ ORDER      -  THIRD
 RJ1074
 RJ1074.The positional and height information provided upon this datasheet are not
 RJ1074.officially recognized by the Government of Canada, provincial governments
 RJ1074.within Canada, nor are they intended to replace or substitute for them.
 RJ1074.The intent of sharing this data is to allow access to positions or heights
 RJ1074.recognized by the United States Government. Passive control that is used by
 RJ1074.both nations may share the same or similar designations or descriptions but
 RJ1074.do not share official positions or heights. The 'Station Description' may
 RJ1074.originate from a Canadian 'Station Report' and if so contains information
 RJ1074.licensed under the 'Open Government License - Canada'.
 RJ1074
 RJ1074.The horizontal coordinates were established by classical geodetic methods
 RJ1074.and adjusted by the National Geodetic Survey in July 1986.
 RJ1074
 RJ1074.The orthometric height was scaled from a topographic map.
 RJ1074
 RJ1074.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1074
 RJ1074.Click photographs - Photos may exist for this station.
 RJ1074
 RJ1074. The following values were computed from the NAD 83(1986) position.
 RJ1074
 RJ1074;                    North         East     Units Scale Factor Converg.
 RJ1074;UTM  16      - 5,148,709.735   693,934.481   MT  1.00006233   +1 49 53.9
 RJ1074
 RJ1074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1074!UTM  16      -   0.99997726  x   1.00006233  =   1.00003959
 RJ1074
 RJ1074:                Primary Azimuth Mark                     Grid Az
 RJ1074:UTM  16      -  15 RIPLEY                                220 49 43.9
 RJ1074
 RJ1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9393448709(NAD 83)
 RJ1074
 RJ1074|---------------------------------------------------------------------|
 RJ1074| PID    Reference Object                     Distance      Geod. Az  |
 RJ1074|                                                           dddmmss.s |
 RJ1074| RJ1072 POINT AUX PINS LH IBC                99.933 METERS 08059     |
 RJ1074| RJ1073 LOUISE IBC 1943                      42.370 METERS 11951     |
 RJ1074| RJ1078 15 RIPLEY                           APPROX. 2.6 KM 2223937.8 |
 RJ1074|---------------------------------------------------------------------|
 RJ1074
 RJ1074                          SUPERSEDED SURVEY CONTROL
 RJ1074
 RJ1074  NAD 27      -  46 27 50.54400(N)    084 28 26.92500(W) AD(       ) 3
 RJ1074  USSD        -  46 27 51.26000(N)    084 28 26.17000(W) AD(       ) 3
 RJ1074
 RJ1074.Superseded values are not recommended for survey control.
 RJ1074
 RJ1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1074.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1074
 RJ1074_MARKER: N = NAIL
 RJ1074_SETTING: 0 = UNSPECIFIED SETTING
 RJ1074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1074
 RJ1074  HISTORY     - Date     Condition        Report By
 RJ1074  HISTORY     - 1893     MONUMENTED       USLS
 RJ1074  HISTORY     - 1968     GOOD             USLS
 RJ1074
 RJ1074                          STATION DESCRIPTION
 RJ1074
 RJ1074'DESCRIBED BY US LAKE SURVEY 1893
 RJ1074'ON POINT LOUISE, WHICH IS THE MOST S POINT OF POINTE AUX PINS, AT
 RJ1074'SOURCE OF ST MARYS RIVER.  THE CENTER OF POINTE AUX PINS LIGHTHOUSE
 RJ1074'IS 327.8 FEET FROM THE STATION, S 60 DEG 08 MIN E.
 RJ1074'THE STATION IS ABOUT 50 FEET N OF THE WATERS EDGE,
 RJ1074'30 FEET BACK FROM HIGH - WATER MARK, AND 3 FEET ABOVE THE WATER
 RJ1074'LEVEL.
 RJ1074'
 RJ1074'STATION MARK IS A 3/4-INCH DRILL HOLE 1 INCH DEEP IN FLAT LIMESTONE
 RJ1074'BURIED 3 FEET UNDERGROUND.  SURFACE MARK IS A NAIL IN CENTER OF
 RJ1074'7-INCH CEDAR POST WITH BUTT RESTING ON STONE FLUSH WITH SURFACE
 RJ1074'OF GROUND.  A 4-FOOT TRIPOD STAND OF 7-INCH ROUND POSTS IS CENTERED
 RJ1074'OVER STATION.
 RJ1074
 RJ1074                          STATION RECOVERY (1968)
 RJ1074
 RJ1074'RECOVERY NOTE BY US LAKE SURVEY 1968
 RJ1074'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DL5289 ***********************************************************************
 DL5289  DESIGNATION -  13 C
 DL5289  PID         -  DL5289
 DL5289  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 DL5289  COUNTRY     -  CANADA
 DL5289  NTS MAPSHEET-  CORNWALL (2020)
 DL5289
 DL5289                         *CURRENT SURVEY CONTROL
 DL5289  ______________________________________________________________________
 DL5289* NAD 83(1986) POSITION- 45 00 25.67   (N) 074 47 39.55   (W)   HD_HELD1
 DL5289* NAVD 88 ORTHO HEIGHT -    77.892 (meters)      255.55  (feet) ADJUSTED
 DL5289  ______________________________________________________________________
 DL5289  GEOID HEIGHT    -        -31.518 (meters)                     EGM08
 DL5289  DYNAMIC HEIGHT  -         77.891 (meters)      255.55  (feet) COMP
 DL5289  MODELED GRAVITY -    980,598.6   (mgal)                       NAVD 88
 DL5289
 DL5289  VERT ORDER      -  FIRST     CLASS II
 DL5289
 DL5289.The positional and height information provided upon this datasheet are not
 DL5289.officially recognized by the Government of Canada, provincial governments
 DL5289.within Canada, nor are they intended to replace or substitute for them.
 DL5289.The intent of sharing this data is to allow access to positions or heights
 DL5289.recognized by the United States Government. Passive control that is used by
 DL5289.both nations may share the same or similar designations or descriptions but
 DL5289.do not share official positions or heights. The 'Station Description' may
 DL5289.originate from a Canadian 'Station Report' and if so contains information
 DL5289.licensed under the 'Open Government License - Canada'.
 DL5289
 DL5289.The horizontal coordinates were determined by differentially corrected
 DL5289.hand held GPS observations or other comparable positioning techniques
 DL5289.and have an estimated accuracy of +/- 3 meters.
 DL5289
 DL5289.The orthometric height was determined by differential leveling and
 DL5289.adjusted by the NATIONAL GEODETIC SURVEY
 DL5289.in March 2024.
 DL5289
 DL5289.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5289
 DL5289.Click photographs - Photos may exist for this station.
 DL5289
 DL5289.The dynamic height is computed by dividing the NAVD 88
 DL5289.geopotential number by the normal gravity value computed on the
 DL5289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5289.degrees latitude (g = 980.6199 gals.).
 DL5289
 DL5289.The modeled gravity was interpolated from observed gravity values.
 DL5289
 DL5289
 DL5289_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1620883763(NAD 83)
 DL5289
 DL5289                          SUPERSEDED SURVEY CONTROL
 DL5289
 DL5289  NAVD 88 (10/14/09)   77.882  (m)          255.52   (f) SUPERSEDED  1 2
 DL5289
 DL5289.Superseded values are not recommended for survey control.
 DL5289
 DL5289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5289.See file dsdata.pdf to determine how the superseded data were derived.
 DL5289
 DL5289_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DL5289_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL5289_SP_SET: DAM DECK
 DL5289_MARK LOGO: NONE
 DL5289_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5289+STABILITY: SURFACE MOTION
 DL5289_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5289+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2022
 DL5289
 DL5289  HISTORY     - Date     Condition        Report By
 DL5289  HISTORY     - 1958     MONUMENTED       ONTAPW
 DL5289  HISTORY     - 20220912 GOOD             NGS
 DL5289
 DL5289                          STATION DESCRIPTION
 DL5289
 DL5289'DESCRIBED BY ONTARIO POWER GENERATION 1958
 DL5289'THE MARK IS LOCATED ABOUT 3.30 MI (5.3 KM) SOUTHWEST OF CORNWALL,
 DL5289'ONT., 7.18 MI (11.6 KM) NORTH NORTHEAST OF MASSENA, NY.  OWNERSHIP
 DL5289'ONTARIO POWER GENERATION.  CONTACT THE ENGINEERING DEPARTMENT AT
 DL5289'613-932-3072 TO OBTAIN PERMISSION TO ACCESS THE MARK.
 DL5289'
 DL5289'BM 13-C IS THE HIGHEST POINT OF A 2-INCH (5 CM) BRASS HEX DISK SET
 DL5289'FLUSH IN THE CONCRETE DECK OF THE TOP OF THE HEADWORK, 6.525 M (21.4
 DL5289'FT) WEST OF THE SOUTHWEST CORNER OF HEAD GATE HATCH COVER 13C AND
 DL5289'0.435 M (1.4 FT) WEST OF THE WESTERNMOST RAIL OF THE OVERHEAD GANTRY
 DL5289'CRANE.
 DL5289'
 DL5289'NOTE-NO STAMPING ON DISK.
 DL5289
 DL5289                          STATION RECOVERY (2022)
 DL5289
 DL5289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (JAO)
 DL5289'THE MARK IS LOCATED 4.9 KM (3.0 MI) WEST-SOUTHWEST OF THE CORNWALL,
 DL5289'ONTARIO, CANADA CITY HALL AND WITHIN THE GROUNDS FOR THE ROBERT H.
 DL5289'SAUNDERS POWER DAM, ST. LAWRENCE GENERATING STATION, OPERATED BY
 DL5289'ONTARIO POWER GENERATION (OPG).
 DL5289'
 DL5289'CONTACT THE ENGINEERING DEPARTMENT AT 613-932-3072 TO OBTAIN
 DL5289'PERMISSION TO ACCESS THE MARK.
 DL5289'
 DL5289'13-C IS THE HIGHEST POINT OF A 5 CM (2 INCHES) BRASS HEXAGONAL SHAPE
 DL5289'DISK SET FLUSH IN THE CONCRETE DECK ON THE NORTHWEST SIDE AND ON THE
 DL5289'TOP OF THE HEADWORKS.
 DL5289'
 DL5289'IT IS 6.85 M (22.5 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER OF
 DL5289'HEADGATE HATCH COVER 14A, 6.52 M (21.4 FT) WEST-SOUTHWEST OF THE
 DL5289'SOUTHWEST CORNER OF HEADGATE HATCH COVER 13C AND 0.44 M (1.4 FT) WEST
 DL5289'OF THE WESTERNMOST RAIL FOR THE OVERHEAD GANTRY CRANE.
 DL5289'
 DL5289'NOTE-NO STAMPING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TB0271 ***********************************************************************
 TB0271  DESIGNATION -  13U29E
 TB0271  PID         -  TB0271
 TB0271  STATE/COUNTY-  ON/RAINY RIVER
 TB0271  COUNTRY     -  CANADA
 TB0271  NTS MAPSHEET-  FORT FRANCES (2020)
 TB0271
 TB0271                         *CURRENT SURVEY CONTROL
 TB0271  ______________________________________________________________________
 TB0271* NAD 83(1986) POSITION- 48 36 35.7    (N) 093 23 53.8    (W)   HD_HELD2
 TB0271* NAVD 88 ORTHO HEIGHT -   341.469 (meters)     1120.30  (feet) ADJUSTED
 TB0271  ______________________________________________________________________
 TB0271  GEOID HEIGHT    -        -30.744 (meters)                     EGM08
 TB0271  DYNAMIC HEIGHT  -        341.548 (meters)     1120.56  (feet) COMP
 TB0271  MODELED GRAVITY -    980,833.0   (mgal)                       NAVD 88
 TB0271
 TB0271  VERT ORDER      -  FIRST     CLASS II
 TB0271
 TB0271.The positional and height information provided upon this datasheet are not
 TB0271.officially recognized by the Government of Canada, provincial governments
 TB0271.within Canada, nor are they intended to replace or substitute for them.
 TB0271.The intent of sharing this data is to allow access to positions or heights
 TB0271.recognized by the United States Government. Passive control that is used by
 TB0271.both nations may share the same or similar designations or descriptions but
 TB0271.do not share official positions or heights. The 'Station Description' may
 TB0271.originate from a Canadian 'Station Report' and if so contains information
 TB0271.licensed under the 'Open Government License - Canada'.
 TB0271
 TB0271.The horizontal coordinates were established by autonomous hand held GPS
 TB0271.observations and have an estimated accuracy of +/- 10 meters.
 TB0271
 TB0271.The orthometric height was determined by differential leveling and
 TB0271.adjusted by the NATIONAL GEODETIC SURVEY
 TB0271.in June 1991.
 TB0271
 TB0271.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB0271
 TB0271.Click photographs - Photos may exist for this station.
 TB0271
 TB0271.The dynamic height is computed by dividing the NAVD 88
 TB0271.geopotential number by the normal gravity value computed on the
 TB0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0271.degrees latitude (g = 980.6199 gals.).
 TB0271
 TB0271.The modeled gravity was interpolated from observed gravity values.
 TB0271
 TB0271
 TB0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP7064284170(NAD 83)
 TB0271
 TB0271                          SUPERSEDED SURVEY CONTROL
 TB0271
 TB0271  NGVD 29 (??/??/92)  341.099  (m)         1119.09   (f) ADJ UNCH    1 2
 TB0271
 TB0271.Superseded values are not recommended for survey control.
 TB0271
 TB0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0271.See file dsdata.pdf to determine how the superseded data were derived.
 TB0271
 TB0271_MARKER: B = BOLT
 TB0271_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TB0271_SP_SET: FOUNDATION
 TB0271_STAMPING: 29 E
 TB0271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TB0271_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TB0271+SATELLITE: SATELLITE OBSERVATIONS - 1913
 TB0271
 TB0271  HISTORY     - Date     Condition        Report By
 TB0271  HISTORY     - UNK      MONUMENTED       GSC
 TB0271  HISTORY     - 1913     GOOD             GSC
 TB0271  HISTORY     - 1931     GOOD             CGS
 TB0271
 TB0271                          STATION DESCRIPTION
 TB0271
 TB0271'DESCRIBED BY GEODETIC SURVEY OF CANADA 1913 (UNK)
 TB0271'RECOVERED IN GOOD CONDITION.
 TB0271
 TB0271                          STATION RECOVERY (1931)
 TB0271
 TB0271'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931
 TB0271'IN FORT FRANCES.
 TB0271'AT FORT FRANCES, ONTARIO, CANADA, AT THE CANADIAN BANK OF COMMERCE, IN
 TB0271'THE EAST STONE FOUNDATION WALL, 2 FEET FROM THE NORTHEAST CORNER, AND
 TB0271'IN THE FIRST COURSE ABOVE THE SIDEWALK.  A GEODETIC SERVICE OF CANADA
 TB0271'STANDARD BOLT, STAMPED 29 E.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DL5290 ***********************************************************************
 DL5290  DESIGNATION -  14 C
 DL5290  PID         -  DL5290
 DL5290  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 DL5290  COUNTRY     -  CANADA
 DL5290  NTS MAPSHEET-  CORNWALL (2020)
 DL5290
 DL5290                         *CURRENT SURVEY CONTROL
 DL5290  ______________________________________________________________________
 DL5290* NAD 83(1986) POSITION- 45 00 25.19   (N) 074 47 40.44   (W)   HD_HELD1
 DL5290* NAVD 88 ORTHO HEIGHT -    77.903 (meters)      255.59  (feet) ADJUSTED
 DL5290  ______________________________________________________________________
 DL5290  GEOID HEIGHT    -        -31.518 (meters)                     EGM08
 DL5290  DYNAMIC HEIGHT  -         77.902 (meters)      255.58  (feet) COMP
 DL5290  MODELED GRAVITY -    980,598.6   (mgal)                       NAVD 88
 DL5290
 DL5290  VERT ORDER      -  FIRST     CLASS II
 DL5290
 DL5290.The positional and height information provided upon this datasheet are not
 DL5290.officially recognized by the Government of Canada, provincial governments
 DL5290.within Canada, nor are they intended to replace or substitute for them.
 DL5290.The intent of sharing this data is to allow access to positions or heights
 DL5290.recognized by the United States Government. Passive control that is used by
 DL5290.both nations may share the same or similar designations or descriptions but
 DL5290.do not share official positions or heights. The 'Station Description' may
 DL5290.originate from a Canadian 'Station Report' and if so contains information
 DL5290.licensed under the 'Open Government License - Canada'.
 DL5290
 DL5290.The horizontal coordinates were determined by differentially corrected
 DL5290.hand held GPS observations or other comparable positioning techniques
 DL5290.and have an estimated accuracy of +/- 3 meters.
 DL5290
 DL5290.The orthometric height was determined by differential leveling and
 DL5290.adjusted by the NATIONAL GEODETIC SURVEY
 DL5290.in March 2024.
 DL5290
 DL5290.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5290
 DL5290.Click photographs - Photos may exist for this station.
 DL5290
 DL5290.The dynamic height is computed by dividing the NAVD 88
 DL5290.geopotential number by the normal gravity value computed on the
 DL5290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5290.degrees latitude (g = 980.6199 gals.).
 DL5290
 DL5290.The modeled gravity was interpolated from observed gravity values.
 DL5290
 DL5290
 DL5290_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1618983748(NAD 83)
 DL5290
 DL5290                          SUPERSEDED SURVEY CONTROL
 DL5290
 DL5290  NAVD 88 (10/14/09)   77.893  (m)          255.55   (f) SUPERSEDED  1 2
 DL5290
 DL5290.Superseded values are not recommended for survey control.
 DL5290
 DL5290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5290.See file dsdata.pdf to determine how the superseded data were derived.
 DL5290
 DL5290_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DL5290_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL5290_SP_SET: DAM DECK
 DL5290_MARK LOGO: NONE
 DL5290_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5290+STABILITY: SURFACE MOTION
 DL5290_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5290+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2022
 DL5290
 DL5290  HISTORY     - Date     Condition        Report By
 DL5290  HISTORY     - 1958     MONUMENTED       ONTAPW
 DL5290  HISTORY     - 20220912 GOOD             NGS
 DL5290
 DL5290                          STATION DESCRIPTION
 DL5290
 DL5290'DESCRIBED BY ONTARIO POWER GENERATION 1958
 DL5290'THE MARK IS LOCATED ABOUT 3.32 MI (5.3 KM) SOUTHWEST OF CORNWALL,
 DL5290'ONT., 7.16 MI (11.5 KM) NORTH NORTHEAST OF MASSENA, NY.  OWNERSHIP
 DL5290'ONTARIO POWER GENERATION.  CONTACT THE ENGINEERING DEPARTMENT AT
 DL5290'613-932-3072 TO OBTAIN PERMISSION TO ACCESS THE MARK.
 DL5290'
 DL5290'BM 14-C IS THE HIGHEST POINT OF A 2-INCH (5 CM) BRASS HEX DISK SET
 DL5290'FLUSH IN THE CONCRETE DECK OF THE TOP OF THE HEADWORK, 6.555 M (21.5
 DL5290'FT) WEST OF THE SOUTHWEST CORNER OF HEAD GATE HATCH COVER 14C AND
 DL5290'0.455 M (1.5 FT) WEST OF THE WESTERNMOST RAIL OF THE OVERHEAD GANTRY
 DL5290'CRANE.
 DL5290'
 DL5290'NOTE-NO STAMPING ON DISK.
 DL5290
 DL5290                          STATION RECOVERY (2022)
 DL5290
 DL5290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (JAO)
 DL5290'THE MARK IS LOCATED 4.9 KM (3.0 MI) WEST-SOUTHWEST OF THE CORNWALL,
 DL5290'ONTARIO, CANADA CITY HALL AND WITHIN THE GROUNDS FOR THE ROBERT H.
 DL5290'SAUNDERS POWER DAM, ST. LAWRENCE GENERATING STATION, OPERATED BY
 DL5290'ONTARIO POWER GENERATION (OPG).
 DL5290'
 DL5290'CONTACT THE ENGINEERING DEPARTMENT AT 613-932-3072 TO OBTAIN
 DL5290'PERMISSION TO ACCESS THE MARK.
 DL5290'
 DL5290'14 C IS THE HIGHEST POINT OF A 5 CM (2 INCHES) BRASS HEXAGONAL SHAPE
 DL5290'DISK SET FLUSH IN THE CONCRETE DECK ON THE NORTHWEST SIDE AND ON THE
 DL5290'TOP OF THE HEADWORKS.
 DL5290'
 DL5290'IT IS 6.81 M (22.3 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER OF
 DL5290'HEADGATE HATCH COVER 15A, 6.56 M (21.5 FT) WEST-SOUTHWEST OF THE
 DL5290'SOUTHWEST CORNER OF HEADGATE HATCH COVER 14C AND 0.46 M (1.5 FT) WEST
 DL5290'OF THE WESTERNMOST RAIL FOR THE OVERHEAD GANTRY CRANE.
 DL5290'
 DL5290'NOTE-NO STAMPING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1026 ***********************************************************************
 RJ1026  DESIGNATION -  14 RIPLEY USLS 1893
 RJ1026  PID         -  RJ1026
 RJ1026  STATE/COUNTY-  ON/ALGOMA
 RJ1026  COUNTRY     -  CANADA
 RJ1026  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ1026
 RJ1026                         *CURRENT SURVEY CONTROL
 RJ1026  ______________________________________________________________________
 RJ1026* NAD 83(1986) POSITION- 46 29 43.36924(N) 084 17 50.97115(W)   ADJUSTED
 RJ1026* NAVD 88 ORTHO HEIGHT -   178.    (meters)      584.    (feet) SCALED
 RJ1026  ______________________________________________________________________
 RJ1026  GEOID HEIGHT    -        -37.150 (meters)                     EGM08
 RJ1026  HORZ ORDER      -  THIRD
 RJ1026
 RJ1026.The positional and height information provided upon this datasheet are not
 RJ1026.officially recognized by the Government of Canada, provincial governments
 RJ1026.within Canada, nor are they intended to replace or substitute for them.
 RJ1026.The intent of sharing this data is to allow access to positions or heights
 RJ1026.recognized by the United States Government. Passive control that is used by
 RJ1026.both nations may share the same or similar designations or descriptions but
 RJ1026.do not share official positions or heights. The 'Station Description' may
 RJ1026.originate from a Canadian 'Station Report' and if so contains information
 RJ1026.licensed under the 'Open Government License - Canada'.
 RJ1026
 RJ1026.The horizontal coordinates were established by classical geodetic methods
 RJ1026.and adjusted by the National Geodetic Survey in July 1986.
 RJ1026
 RJ1026.The orthometric height was scaled from a topographic map.
 RJ1026
 RJ1026.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1026
 RJ1026.Click photographs - Photos may exist for this station.
 RJ1026
 RJ1026. The following values were computed from the NAD 83(1986) position.
 RJ1026
 RJ1026;                    North         East     Units Scale Factor Converg.
 RJ1026;UTM  16      - 5,152,638.767   707,382.182   MT  1.00012867   +1 57 39.2
 RJ1026
 RJ1026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1026!UTM  16      -   0.99997792  x   1.00012867  =   1.00010659
 RJ1026
 RJ1026:                Primary Azimuth Mark                     Grid Az
 RJ1026:UTM  16      -  ZOO                                      329 34 21.7
 RJ1026
 RJ1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0738252638(NAD 83)
 RJ1026
 RJ1026|---------------------------------------------------------------------|
 RJ1026| PID    Reference Object                     Distance      Geod. Az  |
 RJ1026|                                                           dddmmss.s |
 RJ1026| RJ1013 ZOO                                 APPROX. 0.5 KM 3313200.9 |
 RJ1026|---------------------------------------------------------------------|
 RJ1026
 RJ1026                          SUPERSEDED SURVEY CONTROL
 RJ1026
 RJ1026  NAD 27      -  46 29 43.29600(N)    084 17 50.83400(W) AD(       ) 3
 RJ1026  USSD        -  46 29 44.02000(N)    084 17 50.08000(W) AD(       ) 3
 RJ1026
 RJ1026.Superseded values are not recommended for survey control.
 RJ1026
 RJ1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1026.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1026
 RJ1026_MARKER: N = NAIL
 RJ1026_SETTING: 0 = UNSPECIFIED SETTING
 RJ1026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1026
 RJ1026  HISTORY     - Date     Condition        Report By
 RJ1026  HISTORY     - 1893     MONUMENTED       USLS
 RJ1026  HISTORY     - 1968     GOOD             USACE
 RJ1026
 RJ1026                          STATION DESCRIPTION
 RJ1026
 RJ1026'DESCRIBED BY US LAKE SURVEY 1893
 RJ1026'ON TOPSAIL ISLAND IN ST MARYS RIVER, 1-1/2 MILES DOWNSTREAM FROM
 RJ1026'SAULT STE MARIE, MICHIGAN.  IT IS ABOUT 50 FEET S END OF ISLAND 20
 RJ1026'FEET FROM E SHORE, AND 2 FEET ABOVE HIGHWATER (WATER WAS ABOUT 2
 RJ1026'FEET ABOVE NORMAL).  IT IS 15.34 FEET FROM REFERENCE MONUMENT 34,
 RJ1026'S 25 DEG 38 MIN W.
 RJ1026'
 RJ1026'STATION MARK IS A NAIL TOP OF A 6-INCH ROUND WOODEN POST SET FIRMLY
 RJ1026'IN GROUND AND SURMOUNTED BY A TRIPOD INSTRUMENT STAND OF ROUND POSTS.
 RJ1026'SUBSURFACE MARK WAS NOT UNCOVERED.
 RJ1026
 RJ1026                          STATION RECOVERY (1968)
 RJ1026
 RJ1026'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1968
 RJ1026'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DL5291 ***********************************************************************
 DL5291  DESIGNATION -  15 C
 DL5291  PID         -  DL5291
 DL5291  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 DL5291  COUNTRY     -  CANADA
 DL5291  NTS MAPSHEET-  CORNWALL (2020)
 DL5291
 DL5291                         *CURRENT SURVEY CONTROL
 DL5291  ______________________________________________________________________
 DL5291* NAD 83(1986) POSITION- 45 00 24.71   (N) 074 47 41.32   (W)   HD_HELD1
 DL5291* NAVD 88 ORTHO HEIGHT -    77.902 (meters)      255.58  (feet) ADJUSTED
 DL5291  ______________________________________________________________________
 DL5291  GEOID HEIGHT    -        -31.518 (meters)                     EGM08
 DL5291  DYNAMIC HEIGHT  -         77.900 (meters)      255.58  (feet) COMP
 DL5291  MODELED GRAVITY -    980,598.6   (mgal)                       NAVD 88
 DL5291
 DL5291  VERT ORDER      -  FIRST     CLASS II
 DL5291
 DL5291.The positional and height information provided upon this datasheet are not
 DL5291.officially recognized by the Government of Canada, provincial governments
 DL5291.within Canada, nor are they intended to replace or substitute for them.
 DL5291.The intent of sharing this data is to allow access to positions or heights
 DL5291.recognized by the United States Government. Passive control that is used by
 DL5291.both nations may share the same or similar designations or descriptions but
 DL5291.do not share official positions or heights. The 'Station Description' may
 DL5291.originate from a Canadian 'Station Report' and if so contains information
 DL5291.licensed under the 'Open Government License - Canada'.
 DL5291
 DL5291.The horizontal coordinates were determined by differentially corrected
 DL5291.hand held GPS observations or other comparable positioning techniques
 DL5291.and have an estimated accuracy of +/- 3 meters.
 DL5291
 DL5291.The orthometric height was determined by differential leveling and
 DL5291.adjusted by the NATIONAL GEODETIC SURVEY
 DL5291.in March 2024.
 DL5291
 DL5291.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5291
 DL5291.Click photographs - Photos may exist for this station.
 DL5291
 DL5291.The dynamic height is computed by dividing the NAVD 88
 DL5291.geopotential number by the normal gravity value computed on the
 DL5291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5291.degrees latitude (g = 980.6199 gals.).
 DL5291
 DL5291.The modeled gravity was interpolated from observed gravity values.
 DL5291
 DL5291
 DL5291_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1617083733(NAD 83)
 DL5291
 DL5291                          SUPERSEDED SURVEY CONTROL
 DL5291
 DL5291  NAVD 88 (10/14/09)   77.890  (m)          255.54   (f) SUPERSEDED  1 2
 DL5291
 DL5291.Superseded values are not recommended for survey control.
 DL5291
 DL5291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5291.See file dsdata.pdf to determine how the superseded data were derived.
 DL5291
 DL5291_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DL5291_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL5291_SP_SET: DAM DECK
 DL5291_MARK LOGO: NONE
 DL5291_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5291+STABILITY: SURFACE MOTION
 DL5291_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5291+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2022
 DL5291
 DL5291  HISTORY     - Date     Condition        Report By
 DL5291  HISTORY     - 1958     MONUMENTED       ONTAPW
 DL5291  HISTORY     - 20220912 GOOD             NGS
 DL5291
 DL5291                          STATION DESCRIPTION
 DL5291
 DL5291'DESCRIBED BY ONTARIO POWER GENERATION 1958
 DL5291'THE MARK IS LOCATED ABOUT 3.33 MI (5.4 KM) SOUTHWEST OF CORNWALL,
 DL5291'ONT., 7.15 MI (11.5 KM) NORTH NORTHEAST OF MASSENA, NY.
 DL5291'OWNERSHIP--ONTARIO POWER GENERATION.  CONTACT THE ENGINEERING
 DL5291'DEPARTMENT AT 613-932-3072 TO OBTAIN PERMISSION TO ACCESS THE MARK.
 DL5291'
 DL5291'BM 15-C IS THE HIGHEST POINT OF A 2-INCH (5 CM) BRASS HEX DISK SET
 DL5291'FLUSH IN THE CONCRETE DECK OF THE TOP OF THE HEADWORK.
 DL5291'
 DL5291'IT IS 6.52 M (21.4 FT) WEST OF THE SOUTHWEST CORNER OF HEAD GATE HATCH
 DL5291'COVER 15C AND 0.435 M (1.4 FT) WEST OF THE WESTERNMOST RAIL OF THE
 DL5291'OVERHEAD GANTRY CRANE.
 DL5291'
 DL5291'NOTE-NO STAMPING ON DISK.
 DL5291
 DL5291                          STATION RECOVERY (2022)
 DL5291
 DL5291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (JAO)
 DL5291'THE MARK IS LOCATED 4.9 KM (3.0 MI) WEST-SOUTHWEST OF THE CORNWALL,
 DL5291'ONTARIO, CANADA CITY HALL AND WITHIN THE GROUNDS FOR THE ROBERT H.
 DL5291'SAUNDERS POWER DAM, ST. LAWRENCE GENERATING STATION, OPERATED BY
 DL5291'ONTARIO POWER GENERATION (OPG).
 DL5291'
 DL5291'CONTACT THE ENGINEERING DEPARTMENT AT 613-932-3072 TO OBTAIN
 DL5291'PERMISSION TO ACCESS THE MARK.
 DL5291'
 DL5291'15-C IS THE HIGHEST POINT OF A 5 CM (2 INCHES) BRASS HEXAGONAL SHAPE
 DL5291'DISK SET FLUSH IN THE CONCRETE DECK ON THE NORTHWEST SIDE AND ON THE
 DL5291'TOP OF THE HEADWORKS.
 DL5291'
 DL5291'IT IS 6.70 M (22.0 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER OF
 DL5291'HEADGATE HATCH COVER 16A, 6.52 M (21.4 FT) WEST-SOUTHWEST OF THE
 DL5291'SOUTHWEST CORNER OF HEADGATE HATCH COVER 15C AND 0.44 M (1.4 FT) WEST
 DL5291'OF THE WESTERNMOST RAIL FOR THE OVERHEAD GANTRY CRANE.
 DL5291'
 DL5291'NOTE-NO STAMPING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0739 ***********************************************************************
 RJ0739  DESIGNATION -  15U698
 RJ0739  PID         -  RJ0739
 RJ0739  STATE/COUNTY-  ON/ALGOMA
 RJ0739  COUNTRY     -  CANADA
 RJ0739  NTS MAPSHEET-  MICHIPICOTEN RIVER (2020)
 RJ0739
 RJ0739                         *CURRENT SURVEY CONTROL
 RJ0739  ______________________________________________________________________
 RJ0739* NAD 83(1986) POSITION- 47 57 30.     (N) 084 53 48.     (W)   SCALED
 RJ0739* NAVD 88 ORTHO HEIGHT -   191.288 (meters)      627.58  (feet) ADJUSTED
 RJ0739  ______________________________________________________________________
 RJ0739  GEOID HEIGHT    -        -37.429 (meters)                     EGM08
 RJ0739  DYNAMIC HEIGHT  -        191.326 (meters)      627.71  (feet) COMP
 RJ0739  MODELED GRAVITY -    980,810.4   (mgal)                       NAVD 88
 RJ0739
 RJ0739  VERT ORDER      -  FIRST     CLASS II
 RJ0739
 RJ0739.The positional and height information provided upon this datasheet are not
 RJ0739.officially recognized by the Government of Canada, provincial governments
 RJ0739.within Canada, nor are they intended to replace or substitute for them.
 RJ0739.The intent of sharing this data is to allow access to positions or heights
 RJ0739.recognized by the United States Government. Passive control that is used by
 RJ0739.both nations may share the same or similar designations or descriptions but
 RJ0739.do not share official positions or heights. The 'Station Description' may
 RJ0739.originate from a Canadian 'Station Report' and if so contains information
 RJ0739.licensed under the 'Open Government License - Canada'.
 RJ0739
 RJ0739.The horizontal coordinates were scaled from a map and have
 RJ0739.an estimated accuracy of +/- 6 seconds.
 RJ0739
 RJ0739.The orthometric height was determined by differential leveling and
 RJ0739.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0739.in June 1991.
 RJ0739
 RJ0739.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0739
 RJ0739.Click photographs - Photos may exist for this station.
 RJ0739
 RJ0739.The dynamic height is computed by dividing the NAVD 88
 RJ0739.geopotential number by the normal gravity value computed on the
 RJ0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0739.degrees latitude (g = 980.6199 gals.).
 RJ0739
 RJ0739.The modeled gravity was interpolated from observed gravity values.
 RJ0739
 RJ0739
 RJ0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFU570138(NAD 83)
 RJ0739
 RJ0739                          SUPERSEDED SURVEY CONTROL
 RJ0739
 RJ0739.No superseded survey control is available for this station.
 RJ0739
 RJ0739_MARKER: DD = SURVEY DISK
 RJ0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0739_STAMPING: 15U698
 RJ0739_MARK LOGO: GSC
 RJ0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0739+STABILITY: SURFACE MOTION
 RJ0739
 RJ0739  HISTORY     - Date     Condition        Report By
 RJ0739  HISTORY     - 1915     MONUMENTED       GSC
 RJ0739  HISTORY     - 1980     GOOD             NOS
 RJ0739
 RJ0739                          STATION DESCRIPTION
 RJ0739
 RJ0739'DESCRIBED BY NATIONAL OCEAN SERVICE 1980
 RJ0739'IN MICHIPICOTEN.
 RJ0739'THIS BENCH MARK IS AT THE WATER LEVEL MONITORING STATION IN
 RJ0739'MICHIPICOTEN, ONTARIO, CANADA.  HEIGHT ABOVE NAVD88 IS AVAILABLE FROM
 RJ0739'THE CANADIAN GEODETIC SURVEY, AND ABOVE IGLD80 FROM THE CANADIAN
 RJ0739'HYDROGRAPHIC SERVICE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DL5293 ***********************************************************************
 DL5293  DESIGNATION -  16 C
 DL5293  PID         -  DL5293
 DL5293  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 DL5293  COUNTRY     -  CANADA
 DL5293  NTS MAPSHEET-  CORNWALL (2020)
 DL5293
 DL5293                         *CURRENT SURVEY CONTROL
 DL5293  ______________________________________________________________________
 DL5293* NAD 83(1986) POSITION- 45 00 24.23   (N) 074 47 42.18   (W)   HD_HELD1
 DL5293* NAVD 88 ORTHO HEIGHT -    77.908 (meters)      255.60  (feet) ADJUSTED
 DL5293  ______________________________________________________________________
 DL5293  GEOID HEIGHT    -        -31.519 (meters)                     EGM08
 DL5293  DYNAMIC HEIGHT  -         77.906 (meters)      255.60  (feet) COMP
 DL5293  MODELED GRAVITY -    980,598.6   (mgal)                       NAVD 88
 DL5293
 DL5293  VERT ORDER      -  FIRST     CLASS II
 DL5293
 DL5293.The positional and height information provided upon this datasheet are not
 DL5293.officially recognized by the Government of Canada, provincial governments
 DL5293.within Canada, nor are they intended to replace or substitute for them.
 DL5293.The intent of sharing this data is to allow access to positions or heights
 DL5293.recognized by the United States Government. Passive control that is used by
 DL5293.both nations may share the same or similar designations or descriptions but
 DL5293.do not share official positions or heights. The 'Station Description' may
 DL5293.originate from a Canadian 'Station Report' and if so contains information
 DL5293.licensed under the 'Open Government License - Canada'.
 DL5293
 DL5293.The horizontal coordinates were determined by differentially corrected
 DL5293.hand held GPS observations or other comparable positioning techniques
 DL5293.and have an estimated accuracy of +/- 3 meters.
 DL5293
 DL5293.The orthometric height was determined by differential leveling and
 DL5293.adjusted by the NATIONAL GEODETIC SURVEY
 DL5293.in March 2024.
 DL5293
 DL5293.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5293
 DL5293.Click photographs - Photos may exist for this station.
 DL5293
 DL5293.The dynamic height is computed by dividing the NAVD 88
 DL5293.geopotential number by the normal gravity value computed on the
 DL5293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5293.degrees latitude (g = 980.6199 gals.).
 DL5293
 DL5293.The modeled gravity was interpolated from observed gravity values.
 DL5293
 DL5293
 DL5293_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1615183718(NAD 83)
 DL5293
 DL5293                          SUPERSEDED SURVEY CONTROL
 DL5293
 DL5293  NAVD 88 (10/14/09)   77.898  (m)          255.57   (f) SUPERSEDED  1 2
 DL5293
 DL5293.Superseded values are not recommended for survey control.
 DL5293
 DL5293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5293.See file dsdata.pdf to determine how the superseded data were derived.
 DL5293
 DL5293_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DL5293_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL5293_SP_SET: DAM DECK
 DL5293_MARK LOGO: NONE
 DL5293_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5293+STABILITY: SURFACE MOTION
 DL5293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5293+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2022
 DL5293
 DL5293  HISTORY     - Date     Condition        Report By
 DL5293  HISTORY     - 1958     MONUMENTED       ONTAPW
 DL5293  HISTORY     - 20220912 GOOD             NGS
 DL5293
 DL5293                          STATION DESCRIPTION
 DL5293
 DL5293'DESCRIBED BY ONTARIO POWER GENERATION 1958
 DL5293'THE MARK IS LOCATED ABOUT 3.35 MI (5.4 KM) SOUTHWEST OF CORNWALL,
 DL5293'ONT., 7.13 MI (11.5 KM) NORTH NORTHEAST OF MASSENA, NY.  OWNERSHIP--
 DL5293'ONTARIO POWER GENERATION.  CONTACT THE ENGINEERING DEPARTMENT AT
 DL5293'613-932-3072 TO OBTAIN PERMISSION TO ACCESS THE MARK.
 DL5293'
 DL5293'BM 16-C IS THE HIGHEST POINT OF A 2-INCH (5 CM) BRASS HEX DISK SET
 DL5293'FLUSH IN THE CONCRETE DECK OF THE TOP OF THE HEADWORK.
 DL5293'
 DL5293'IT IS 6.530 M (21.4 FT) WEST OF THE SOUTHWEST CORNER OF HEAD GATE
 DL5293'HATCH COVER 16C AND 0.455 M (1.5 FT) WEST OF THE WESTERNMOST RAIL OF
 DL5293'THE OVERHEAD GANTRY CRANE.
 DL5293'
 DL5293'NOTE-NO STAMPING ON DISK.
 DL5293
 DL5293                          STATION RECOVERY (2022)
 DL5293
 DL5293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (JAO)
 DL5293'MARK IS LOCATED 4.9 KM (3.0 MI) WEST-SOUTHWEST OF THE CORNWALL,
 DL5293'ONTARIO, CANADA CITY HALL AND WITHIN THE GROUNDS FOR THE ROBERT H.
 DL5293'SAUNDERS POWER DAM, ST. LAWRENCE GENERATING STATION, OPERATED BY
 DL5293'ONTARIO POWER GENERATION (OPG).
 DL5293'
 DL5293'CONTACT THE ENGINEERING DEPARTMENT AT 613-932-3072 TO OBTAIN
 DL5293'PERMISSION TO ACCESS THE MARK.
 DL5293'
 DL5293'16 C IS THE HIGHEST POINT OF A 5 CM (2 INCH) BRASS HEXAGONAL SHAPE
 DL5293'DISK SET FLUSH IN THE CONCRETE DECK ON THE NORTHWEST SIDE AND ON THE
 DL5293'TOP OF THE HEADWORKS.
 DL5293'
 DL5293'IT IS 21.8 M (71.5 FT) NORTHEAST OF THE U.S./CA BORDER ON TOP OF THE
 DL5293'HEADWORKS, 6.53 M (21.4 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF
 DL5293'HEAD GATE HATCH COVER 16C, 3.70 M (12.1 FT) NORTHEAST OF THE NORTH
 DL5293'CORNER OF THE GRATING OVER ICE SLUICE 3 AND 0.46 M (1.5 FT) WEST OF
 DL5293'THE WESTERNMOST RAIL FOR THE OVERHEAD GANTRY CRANE. DIRECTLY IN FRONT
 DL5293'OF (SOUTHEAST SIDE) OF A LARGE YELLOW SAFETY "LIFE RING" ATTACHED TO
 DL5293'THE RAILING.
 DL5293'
 DL5293'NOTE - AT THIS DATE LOTS OF CONSTRUCTION IN THIS AREA ON ICE SLUICE
 DL5293'NUMBER 3 ON THE NORTH SIDE OF THE BORDER.
 DL5293'
 DL5293'NOTE-NO STAMPING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0197 ***********************************************************************
 TC0197  DESIGNATION -  16 E
 TC0197  PID         -  TC0197
 TC0197  STATE/COUNTY-  ON/RAINY RIVER
 TC0197  COUNTRY     -  CANADA
 TC0197  NTS MAPSHEET-  RAINY RIVER (2020)
 TC0197
 TC0197                         *CURRENT SURVEY CONTROL
 TC0197  ______________________________________________________________________
 TC0197* NAD 83(1986) POSITION- 48 43 13.     (N) 094 35 22.     (W)   SCALED
 TC0197* NAVD 88 ORTHO HEIGHT -   329.394 (meters)     1080.69  (feet) ADJUSTED
 TC0197  ______________________________________________________________________
 TC0197  GEOID HEIGHT    -        -29.008 (meters)                     EGM08
 TC0197  DYNAMIC HEIGHT  -        329.481 (meters)     1080.97  (feet) COMP
 TC0197  MODELED GRAVITY -    980,864.8   (mgal)                       NAVD 88
 TC0197
 TC0197  VERT ORDER      -  SECOND    CLASS 0
 TC0197
 TC0197.The positional and height information provided upon this datasheet are not
 TC0197.officially recognized by the Government of Canada, provincial governments
 TC0197.within Canada, nor are they intended to replace or substitute for them.
 TC0197.The intent of sharing this data is to allow access to positions or heights
 TC0197.recognized by the United States Government. Passive control that is used by
 TC0197.both nations may share the same or similar designations or descriptions but
 TC0197.do not share official positions or heights. The 'Station Description' may
 TC0197.originate from a Canadian 'Station Report' and if so contains information
 TC0197.licensed under the 'Open Government License - Canada'.
 TC0197
 TC0197.The horizontal coordinates were scaled from a map and have
 TC0197.an estimated accuracy of +/- 6 seconds.
 TC0197
 TC0197.The orthometric height was determined by differential leveling and
 TC0197.adjusted by the NATIONAL GEODETIC SURVEY
 TC0197.in June 1991.
 TC0197
 TC0197.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0197
 TC0197.Click photographs - Photos may exist for this station.
 TC0197
 TC0197.The dynamic height is computed by dividing the NAVD 88
 TC0197.geopotential number by the normal gravity value computed on the
 TC0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC0197.degrees latitude (g = 980.6199 gals.).
 TC0197
 TC0197.The modeled gravity was interpolated from observed gravity values.
 TC0197
 TC0197
 TC0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP830975(NAD 83)
 TC0197
 TC0197                          SUPERSEDED SURVEY CONTROL
 TC0197
 TC0197  NGVD 29 (??/??/92)  328.997  (m)         1079.38   (f) ADJ UNCH    2 0
 TC0197
 TC0197.Superseded values are not recommended for survey control.
 TC0197
 TC0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0197.See file dsdata.pdf to determine how the superseded data were derived.
 TC0197
 TC0197_MARKER: B = BOLT
 TC0197_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TC0197_SP_SET: ABUTMENT
 TC0197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC0197
 TC0197  HISTORY     - Date     Condition        Report By
 TC0197  HISTORY     - UNK      MONUMENTED       CGS
 TC0197  HISTORY     - 1972     GOOD             MNDT
 TC0197
 TC0197                          STATION DESCRIPTION
 TC0197
 TC0197'DESCRIBED BY MN DEPT OF TRANSP 1972
 TC0197'1 MI W FROM RAINY RIVER.
 TC0197'ABOUT 1 MILE WEST ALONG THE CANADIAN NATIONAL RAILWAY FROM RAINY
 TC0197'RIVER, ONTARIO, CANADA, AT THE BRIDGE OVER RAINY RIVER, IN THE SOUTH
 TC0197'END OF THE WEST FACE OF THE EAST CONCRETE ABUTMENT, AND ABOUT 2 FEET 6
 TC0197'INCHES HIGHER THAN THE BRIDGE SEAT.  A GEODETIC SURVEY OF CANADA
 TC0197'STANDARD BOLT SET VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1281 ***********************************************************************
 RJ1281  DESIGNATION -  16 LR2+030
 RJ1281  PID         -  RJ1281
 RJ1281  STATE/COUNTY-  ON/ALGOMA
 RJ1281  COUNTRY     -  CANADA
 RJ1281  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ1281
 RJ1281                         *CURRENT SURVEY CONTROL
 RJ1281  ______________________________________________________________________
 RJ1281* NAD 83(1986) POSITION- 46 29 44.85605(N) 084 16 40.94198(W)   ADJUSTED
 RJ1281* NAVD 88 ORTHO HEIGHT -   185.    (meters)      607.    (feet) SCALED
 RJ1281  ______________________________________________________________________
 RJ1281  GEOID HEIGHT    -        -37.169 (meters)                     EGM08
 RJ1281  HORZ ORDER      -  SECOND
 RJ1281
 RJ1281.The positional and height information provided upon this datasheet are not
 RJ1281.officially recognized by the Government of Canada, provincial governments
 RJ1281.within Canada, nor are they intended to replace or substitute for them.
 RJ1281.The intent of sharing this data is to allow access to positions or heights
 RJ1281.recognized by the United States Government. Passive control that is used by
 RJ1281.both nations may share the same or similar designations or descriptions but
 RJ1281.do not share official positions or heights. The 'Station Description' may
 RJ1281.originate from a Canadian 'Station Report' and if so contains information
 RJ1281.licensed under the 'Open Government License - Canada'.
 RJ1281
 RJ1281.The horizontal coordinates were established by classical geodetic methods
 RJ1281.and adjusted by the National Geodetic Survey in May 1990.
 RJ1281
 RJ1281.The orthometric height was scaled from a topographic map.
 RJ1281
 RJ1281.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1281
 RJ1281.Click photographs - Photos may exist for this station.
 RJ1281
 RJ1281. The following values were computed from the NAD 83(1986) position.
 RJ1281
 RJ1281;                    North         East     Units Scale Factor Converg.
 RJ1281;UTM  16      - 5,152,735.945   708,873.271   MT  1.00013630   +1 58 30.0
 RJ1281
 RJ1281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1281!UTM  16      -   0.99997683  x   1.00013630  =   1.00011312
 RJ1281
 RJ1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0887352735(NAD 83)
 RJ1281
 RJ1281                          SUPERSEDED SURVEY CONTROL
 RJ1281
 RJ1281.No superseded survey control is available for this station.
 RJ1281
 RJ1281_MARKER: H = DRILL HOLE
 RJ1281_SETTING: 0 = UNSPECIFIED SETTING
 RJ1281_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1281
 RJ1281  HISTORY     - Date     Condition        Report By
 RJ1281  HISTORY     - 1988     MONUMENTED       USACE
 RJ1281
 RJ1281                          STATION DESCRIPTION
 RJ1281
 RJ1281'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1281'THE STATION IS LOCATED ABOUT 5.5 KM (3.4 MI) EAST OF SAULT STE MARIE,
 RJ1281'38.6 KM (24.0 MI) NORTHEAST OF RUDYARD, 63.1 KM (39.2 MI)
 RJ1281'NORTH-NORTHWEST OF DETOUR VILLAGE IN LOT 3 OF THE RIVERSIDE
 RJ1281'SUBDIVISION IN THE DISTRICT OF ALGOMA.
 RJ1281'OWNERSHIP---KAUKO AND BETTY JENAWAY UJANEN
 RJ1281'
 RJ1281'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1281'EAST FOR 0.24 KM (0.15 MI) ON RIDGE STREET TO ASHMUN STREET, TURN
 RJ1281'LEFT AND GO NORTH FOR 0.2 KM (0.1 MI) ON ASHMUN STREET TO PORTAGE
 RJ1281'AVENUE, TURN RIGHT AND GO EAST FOR 3.0 KM (1.85 MI) ON PORTAGE
 RJ1281'AVENUE TO AUNE OSBORNE BOAT LAUNCH. TRAVEL BY BOAT ACROSS AND
 RJ1281'DOWNRIVER TO A WHITE BRICK HOUSE AND THE STATION.
 RJ1281'
 RJ1281'THE STATION IS A DRILL HOLE THAT IS IN THE TOP OF A METAL MOORING
 RJ1281'BUTTON ON THE EAST SIDE OF THE PROPERTY OWNED BY KAUKO UJANEN.
 RJ1281'
 RJ1281'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1023 ***********************************************************************
 RJ1023  DESIGNATION -  16 USLS
 RJ1023  PID         -  RJ1023
 RJ1023  STATE/COUNTY-  ON/ALGOMA
 RJ1023  COUNTRY     -  CANADA
 RJ1023  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ1023
 RJ1023                         *CURRENT SURVEY CONTROL
 RJ1023  ______________________________________________________________________
 RJ1023* NAD 83(1986) POSITION- 46 29 44.95334(N) 084 16 39.89319(W)   ADJUSTED
 RJ1023* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ1023  ______________________________________________________________________
 RJ1023  GEOID HEIGHT    -        -37.169 (meters)                     EGM08
 RJ1023  HORZ ORDER      -  THIRD
 RJ1023
 RJ1023.The positional and height information provided upon this datasheet are not
 RJ1023.officially recognized by the Government of Canada, provincial governments
 RJ1023.within Canada, nor are they intended to replace or substitute for them.
 RJ1023.The intent of sharing this data is to allow access to positions or heights
 RJ1023.recognized by the United States Government. Passive control that is used by
 RJ1023.both nations may share the same or similar designations or descriptions but
 RJ1023.do not share official positions or heights. The 'Station Description' may
 RJ1023.originate from a Canadian 'Station Report' and if so contains information
 RJ1023.licensed under the 'Open Government License - Canada'.
 RJ1023
 RJ1023.The horizontal coordinates were established by classical geodetic methods
 RJ1023.and adjusted by the National Geodetic Survey in July 1986.
 RJ1023
 RJ1023.The orthometric height was scaled from a topographic map.
 RJ1023
 RJ1023.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1023
 RJ1023.Click photographs - Photos may exist for this station.
 RJ1023
 RJ1023. The following values were computed from the NAD 83(1986) position.
 RJ1023
 RJ1023;                    North         East     Units Scale Factor Converg.
 RJ1023;UTM  16      - 5,152,739.719   708,895.522   MT  1.00013642   +1 58 30.8
 RJ1023
 RJ1023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1023!UTM  16      -   0.99997824  x   1.00013642  =   1.00011466
 RJ1023
 RJ1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0889552739(NAD 83)
 RJ1023
 RJ1023                          SUPERSEDED SURVEY CONTROL
 RJ1023
 RJ1023  NAD 27      -  46 29 44.87900(N)    084 16 39.75700(W) AD(       ) 3
 RJ1023  USSD        -  46 29 45.60000(N)    084 16 39.00000(W) AD(       ) 3
 RJ1023
 RJ1023.Superseded values are not recommended for survey control.
 RJ1023
 RJ1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1023.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1023
 RJ1023_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ1023_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ1023+WITH SETTING: PAVEMENT
 RJ1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1023+STABILITY: SURFACE MOTION
 RJ1023
 RJ1023  HISTORY     - Date     Condition        Report By
 RJ1023  HISTORY     - 1895     MONUMENTED       USLS
 RJ1023  HISTORY     - 1943     GOOD             IBC
 RJ1023
 RJ1023                          STATION DESCRIPTION
 RJ1023
 RJ1023'DESCRIBED BY US LAKE SURVEY 1895
 RJ1023'ON LOW ROUNDED POINT ABOUT 1 MILE DOWNSTREAM FROM TOPSAIL ISLAND.
 RJ1023'IT IS IN THE LAWN IN FRONT OF MR WESLEYS SUMMER COTTAGE, 25 FEET BACK
 RJ1023'FROM EDGE OF WATER, AND 3 FEET ABOVE.
 RJ1023'
 RJ1023'SUBSURFACE MARK IS ORIGINAL FLAT LIMESTONE 24 INCHES UNDERGROUND
 RJ1023'WITH CENTER MARK A 1/2 INCH DRILL HOLE 2-1/2 INCHES DEEP.  THE
 RJ1023'STONE IS INSCRIBED BY A TRIANGLE FOLLOWED BY---XVI---CUT IN STONE.
 RJ1023'THE MARK WAS ESTABLISHED BY THE LAKE SURVEY SOMETIME AFTER 1878.
 RJ1023'DATE OF ESTABLISHMENT IS A GUESS.
 RJ1023
 RJ1023                          STATION RECOVERY (1943)
 RJ1023
 RJ1023'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ1023'RECOVERED IN GOOD CONDITION AND A SURFACE MARK WAS SET AT THIS TIME.
 RJ1023'
 RJ1023'THE STATION MARK IS AN IBC BRONZE DISK STATION MARK SET IN TOP OF A
 RJ1023'CYLINDER OF CONCRETE 7 INCHES IN DIAMETER AND 20 INCHES LONG SET 2
 RJ1023'INCHES BELOW SURFACE OF LAWN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0198 ***********************************************************************
 TC0198  DESIGNATION -  17 E
 TC0198  PID         -  TC0198
 TC0198  STATE/COUNTY-  ON/RAINY RIVER
 TC0198  COUNTRY     -  CANADA
 TC0198  NTS MAPSHEET-  RAINY RIVER (2020)
 TC0198
 TC0198                         *CURRENT SURVEY CONTROL
 TC0198  ______________________________________________________________________
 TC0198* NAD 83(1986) POSITION- 48 43 13.     (N) 094 33 50.     (W)   SCALED
 TC0198* NAVD 88 ORTHO HEIGHT -   329.864 (meters)     1082.23  (feet) ADJUSTED
 TC0198  ______________________________________________________________________
 TC0198  GEOID HEIGHT    -        -29.030 (meters)                     EGM08
 TC0198  DYNAMIC HEIGHT  -        329.951 (meters)     1082.51  (feet) COMP
 TC0198  MODELED GRAVITY -    980,864.5   (mgal)                       NAVD 88
 TC0198
 TC0198  VERT ORDER      -  SECOND    CLASS 0
 TC0198
 TC0198.The positional and height information provided upon this datasheet are not
 TC0198.officially recognized by the Government of Canada, provincial governments
 TC0198.within Canada, nor are they intended to replace or substitute for them.
 TC0198.The intent of sharing this data is to allow access to positions or heights
 TC0198.recognized by the United States Government. Passive control that is used by
 TC0198.both nations may share the same or similar designations or descriptions but
 TC0198.do not share official positions or heights. The 'Station Description' may
 TC0198.originate from a Canadian 'Station Report' and if so contains information
 TC0198.licensed under the 'Open Government License - Canada'.
 TC0198
 TC0198.The horizontal coordinates were scaled from a map and have
 TC0198.an estimated accuracy of +/- 6 seconds.
 TC0198
 TC0198.The orthometric height was determined by differential leveling and
 TC0198.adjusted by the NATIONAL GEODETIC SURVEY
 TC0198.in June 1991.
 TC0198
 TC0198.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0198
 TC0198.Click photographs - Photos may exist for this station.
 TC0198
 TC0198.The dynamic height is computed by dividing the NAVD 88
 TC0198.geopotential number by the normal gravity value computed on the
 TC0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC0198.degrees latitude (g = 980.6199 gals.).
 TC0198
 TC0198.The modeled gravity was interpolated from observed gravity values.
 TC0198
 TC0198
 TC0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP849975(NAD 83)
 TC0198
 TC0198                          SUPERSEDED SURVEY CONTROL
 TC0198
 TC0198  NGVD 29 (??/??/92)  329.468  (m)         1080.93   (f) ADJ UNCH    2 0
 TC0198
 TC0198.Superseded values are not recommended for survey control.
 TC0198
 TC0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0198.See file dsdata.pdf to determine how the superseded data were derived.
 TC0198
 TC0198_MARKER: B = BOLT
 TC0198_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TC0198_SP_SET: BUILDING
 TC0198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC0198
 TC0198  HISTORY     - Date     Condition        Report By
 TC0198  HISTORY     - UNK      MONUMENTED       CGS
 TC0198  HISTORY     - 1934     GOOD             CGS
 TC0198
 TC0198                          STATION DESCRIPTION
 TC0198
 TC0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 TC0198'IN RAINY RIVER.
 TC0198'AT RAINY RIVER, ONTARIO, CANADA, AT THE PUBLIC SCHOOL, IN THE CONCRETE
 TC0198'FOUNDATION OF THE NORTH WALL, 5 FEET 7 INCHES FROM THE NORTHWEST
 TC0198'CORNER, AND 3 FEET 9 INCHES BELOW THE BRICKWORK.  A GEODETIC SURVEY OF
 TC0198'CANADA STANDARD BOLT VERTICALLY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0999 ***********************************************************************
 RJ0999  DESIGNATION -  18 USLS
 RJ0999  PID         -  RJ0999
 RJ0999  STATE/COUNTY-  ON/ALGOMA
 RJ0999  COUNTRY     -  CANADA
 RJ0999  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ0999
 RJ0999                         *CURRENT SURVEY CONTROL
 RJ0999  ______________________________________________________________________
 RJ0999* NAD 83(1986) POSITION- 46 29 49.90920(N) 084 16 06.33866(W)   ADJUSTED
 RJ0999* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0999  ______________________________________________________________________
 RJ0999  GEOID HEIGHT    -        -37.178 (meters)                     EGM08
 RJ0999  HORZ ORDER      -  THIRD
 RJ0999
 RJ0999.The positional and height information provided upon this datasheet are not
 RJ0999.officially recognized by the Government of Canada, provincial governments
 RJ0999.within Canada, nor are they intended to replace or substitute for them.
 RJ0999.The intent of sharing this data is to allow access to positions or heights
 RJ0999.recognized by the United States Government. Passive control that is used by
 RJ0999.both nations may share the same or similar designations or descriptions but
 RJ0999.do not share official positions or heights. The 'Station Description' may
 RJ0999.originate from a Canadian 'Station Report' and if so contains information
 RJ0999.licensed under the 'Open Government License - Canada'.
 RJ0999
 RJ0999.The horizontal coordinates were established by classical geodetic methods
 RJ0999.and adjusted by the National Geodetic Survey in July 1986.
 RJ0999
 RJ0999.The orthometric height was scaled from a topographic map.
 RJ0999
 RJ0999.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0999
 RJ0999.Click photographs - Photos may exist for this station.
 RJ0999
 RJ0999. The following values were computed from the NAD 83(1986) position.
 RJ0999
 RJ0999;                    North         East     Units Scale Factor Converg.
 RJ0999;UTM  16      - 5,152,917.384   709,605.438   MT  1.00014007   +1 58 55.3
 RJ0999
 RJ0999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0999!UTM  16      -   0.99997824  x   1.00014007  =   1.00011831
 RJ0999
 RJ0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0960552917(NAD 83)
 RJ0999
 RJ0999                          SUPERSEDED SURVEY CONTROL
 RJ0999
 RJ0999  NAD 27      -  46 29 49.83400(N)    084 16 06.20300(W) AD(       ) 3
 RJ0999  USSD        -  46 29 50.56000(N)    084 16 05.44000(W) AD(       ) 3
 RJ0999
 RJ0999.Superseded values are not recommended for survey control.
 RJ0999
 RJ0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0999.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0999
 RJ0999_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0999_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ0999+WITH SETTING: PAVEMENT
 RJ0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0999+STABILITY: SURFACE MOTION
 RJ0999
 RJ0999  HISTORY     - Date     Condition        Report By
 RJ0999  HISTORY     - 1895     MONUMENTED       USLS
 RJ0999  HISTORY     - 1943     GOOD             IBC
 RJ0999  HISTORY     - 1958     GOOD             IBC
 RJ0999
 RJ0999                          STATION DESCRIPTION
 RJ0999
 RJ0999'DESCRIBED BY US LAKE SURVEY 1895
 RJ0999'ON SLOPE OF BANK, 1,064 FEET DOWNSTREAM FROM SAULT STE MARIE GOLF
 RJ0999'CLUB HOUSE, 10 FEET BACK FROM HIGH WATER, AND 4 FEET ABOVE.  IT IS
 RJ0999'IN TIMBER, 29 FEET E OF AN OLD STONE WALL.  10 FT TOWARD WATER
 RJ0999'FROM 6 INCH MAPLE TREE.
 RJ0999'
 RJ0999'MARK IS 24 INCHES BELOW SURFACE AND IS A 1/2 DRILL HOLE 2-1/2
 RJ0999'INCHES DEEP IN A FLAT LIMESTONE, INSCRIBED WITH A TRIANGLE FOLLOWED
 RJ0999'BY---XVIII---CUT IN STONE.  THIS MARK WAS ESTABLISHED SOMETIME
 RJ0999'AFTER 1878.  DATE OF ESTABLISHMENT IS A GUESS.
 RJ0999
 RJ0999                          STATION RECOVERY (1943)
 RJ0999
 RJ0999'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0999'SURFACE MARK ESTABLISHED AT THIS TIME.  IT IS AN IBC BRONZE DISK
 RJ0999'STATION MARK SET IN TOP OF A CYLINDER OF CONCRETE 7 INCHES IN DIAMETER
 RJ0999'AND 20 INCHES LONG WITH TOP FLUSH WITH GROUND.
 RJ0999
 RJ0999                          STATION RECOVERY (1958)
 RJ0999
 RJ0999'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0999'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DN3584 ***********************************************************************
 DN3584  HT_MOD      -  This is a Height Modernization Survey Station.
 DN3584  DESIGNATION -  196
 DN3584  PID         -  DN3584
 DN3584  STATE/COUNTY-  ON/RAINY RIVER
 DN3584  COUNTRY     -  CANADA
 DN3584  NTS MAPSHEET-  PINEWOOD (2020)
 DN3584
 DN3584                         *CURRENT SURVEY CONTROL
 DN3584  ______________________________________________________________________
 DN3584* NAD 83(2011) POSITION- 48 43 20.25045(N) 094 27 50.39554(W)   ADJUSTED
 DN3584* NAD 83(2011) ELLIP HT-   314.436 (meters)        (06/27/12)   ADJUSTED
 DN3584* NAD 83(2011) EPOCH   -  2010.00
 DN3584* NAVD 88 ORTHO HEIGHT -   343.62  (meters)     1127.4   (feet) GPS OBS
 DN3584  ______________________________________________________________________
 DN3584  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DN3584  GEOID HEIGHT    -        -29.156 (meters)                     GEOID09
 DN3584  GEOID HEIGHT    -        -29.129 (meters)                     EGM08
 DN3584  NAD 83(2011) X  -   -328,134.858 (meters)                     COMP
 DN3584  NAD 83(2011) Y  - -4,203,111.755 (meters)                     COMP
 DN3584  NAD 83(2011) Z  -  4,770,477.504 (meters)                     COMP
 DN3584
 DN3584  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN3584  Standards:
 DN3584         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN3584            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN3584  -------------------------------------------------------------------
 DN3584  NETWORK    0.36   0.57           0.17   0.11   0.29     -0.08988229
 DN3584  -------------------------------------------------------------------
 DN3584  Click here for local accuracies and other accuracy information.
 DN3584
 DN3584.The positional and height information provided upon this datasheet are not
 DN3584.officially recognized by the Government of Canada, provincial governments
 DN3584.within Canada, nor are they intended to replace or substitute for them.
 DN3584.The intent of sharing this data is to allow access to positions or heights
 DN3584.recognized by the United States Government. Passive control that is used by
 DN3584.both nations may share the same or similar designations or descriptions but
 DN3584.do not share official positions or heights. The 'Station Description' may
 DN3584.originate from a Canadian 'Station Report' and if so contains information
 DN3584.licensed under the 'Open Government License - Canada'.
 DN3584
 DN3584.The horizontal coordinates were established by GPS observations
 DN3584.and adjusted by the National Geodetic Survey in June 2012.
 DN3584
 DN3584.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN3584.been affixed to the stable North American tectonic plate. See 
 DN3584.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN3584
 DN3584.The horizontal coordinates are valid at the epoch date displayed above
 DN3584.which is a decimal equivalence of Year/Month/Day.
 DN3584
 DN3584.The orthometric height was determined by GPS observations and a
 DN3584.high-resolution geoid model using precise GPS observation and
 DN3584.processing techniques.
 DN3584
 DN3584.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3584
 DN3584.Click photographs - Photos may exist for this station.
 DN3584
 DN3584.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN3584
 DN3584.The ellipsoidal height was determined by GPS observations
 DN3584.and is referenced to NAD 83.
 DN3584
 DN3584. The following values were computed from the NAD 83(2011) position.
 DN3584
 DN3584;                    North         East     Units Scale Factor Converg.
 DN3584;UTM  15      - 5,397,618.930   392,326.883   MT  0.99974243   -1 06 01.2
 DN3584
 DN3584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN3584!UTM  15      -   0.99995072  x   0.99974243  =   0.99969317
 DN3584
 DN3584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP9232697618(NAD 83)
 DN3584
 DN3584                          SUPERSEDED SURVEY CONTROL
 DN3584
 DN3584  NAD 83(2007)-  48 43 20.25066(N)    094 27 50.39612(W) AD(2002.00) 1
 DN3584  ELLIP H (09/15/11)  314.462  (m)                       GP(2002.00) 1 2
 DN3584
 DN3584.Superseded values are not recommended for survey control.
 DN3584
 DN3584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN3584.See file dsdata.pdf to determine how the superseded data were derived.
 DN3584
 DN3584_MARKER: DD = SURVEY DISK
 DN3584_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DN3584_STAMPING: 008 930196
 DN3584_MARK LOGO: ONCADH
 DN3584_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN3584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3584+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2011
 DN3584
 DN3584  HISTORY     - Date     Condition        Report By
 DN3584  HISTORY     - 19930401 MONUMENTED       ONCADH
 DN3584  HISTORY     - 20110203 GOOD             MNDT
 DN3584
 DN3584                          STATION DESCRIPTION
 DN3584
 DN3584'DESCRIBED BY MN DEPT OF TRANSP 2011 (CAN)
 DN3584'4.5 MILES EAST OF RAINY RIVER, 4.5 MILES EAST ALONG CANADA HIGHWAY 11
 DN3584'FROM JUNCTION OF CANADA HIGHWAY 11 AND IN RAINY RIVER, 0.6 MILE WEST
 DN3584'OF WORTHINGTON ROAD NUMBER 4, 0.4 MILE EAST OF WORTHINGTON ROAD NUMBER
 DN3584'3, 46.25 FEET WEST OF EAST EDGE OF ROCK CUT, 23.6 FEET NORTH OF NORTH
 DN3584'EDGE OF CANADA HIGHWAY 11 PAVEMENT, 9.1 FEET NORTHWEST OF SHARP POINT
 DN3584'ON SOUTH FACE OF ROCK OUTCROPPING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DN8247 ***********************************************************************
 DN8247  DESIGNATION -  1962
 DN8247  PID         -  DN8247
 DN8247  STATE/COUNTY-  ON/RAINY RIVER
 DN8247  COUNTRY     -  CANADA
 DN8247  NTS MAPSHEET-  RAINY RIVER (2020)
 DN8247
 DN8247                         *CURRENT SURVEY CONTROL
 DN8247  ______________________________________________________________________
 DN8247* NAD 83(1986) POSITION- 48 43 09.1    (N) 094 34 05.4    (W)   HD_HELD2
 DN8247* NAVD 88 ORTHO HEIGHT -   327.943 (meters)     1075.93  (feet) ADJUSTED
 DN8247  ______________________________________________________________________
 DN8247  GEOID HEIGHT    -        -29.024 (meters)                     EGM08
 DN8247  DYNAMIC HEIGHT  -        328.029 (meters)     1076.21  (feet) COMP
 DN8247  MODELED GRAVITY -    980,864.4   (mgal)                       NAVD 88
 DN8247
 DN8247  VERT ORDER      -  SECOND    CLASS I
 DN8247
 DN8247.The positional and height information provided upon this datasheet are not
 DN8247.officially recognized by the Government of Canada, provincial governments
 DN8247.within Canada, nor are they intended to replace or substitute for them.
 DN8247.The intent of sharing this data is to allow access to positions or heights
 DN8247.recognized by the United States Government. Passive control that is used by
 DN8247.both nations may share the same or similar designations or descriptions but
 DN8247.do not share official positions or heights. The 'Station Description' may
 DN8247.originate from a Canadian 'Station Report' and if so contains information
 DN8247.licensed under the 'Open Government License - Canada'.
 DN8247
 DN8247.The horizontal coordinates were established by autonomous hand held GPS
 DN8247.observations and have an estimated accuracy of +/- 10 meters.
 DN8247
 DN8247.The orthometric height was determined by differential leveling and
 DN8247.adjusted by the NATIONAL GEODETIC SURVEY
 DN8247.in February 2013.
 DN8247
 DN8247.No vertical observational check was made to the station.
 DN8247
 DN8247.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8247
 DN8247.Click photographs - Photos may exist for this station.
 DN8247
 DN8247.The dynamic height is computed by dividing the NAVD 88
 DN8247.geopotential number by the normal gravity value computed on the
 DN8247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8247.degrees latitude (g = 980.6199 gals.).
 DN8247
 DN8247.The modeled gravity was interpolated from observed gravity values.
 DN8247
 DN8247
 DN8247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8465897427(NAD 83)
 DN8247
 DN8247                          SUPERSEDED SURVEY CONTROL
 DN8247
 DN8247.No superseded survey control is available for this station.
 DN8247
 DN8247_MARKER: DB = BENCH MARK DISK
 DN8247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8247_STAMPING: 1962
 DN8247_MARK LOGO: GSC
 DN8247_PROJECTION: PROJECTING 91 CENTIMETERS
 DN8247_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8247+STABILITY: SURFACE MOTION
 DN8247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8247+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2011
 DN8247
 DN8247  HISTORY     - Date     Condition        Report By
 DN8247  HISTORY     - 19620401 MONUMENTED       GSC
 DN8247  HISTORY     - 20110201 GOOD             MNDT
 DN8247
 DN8247                          STATION DESCRIPTION
 DN8247
 DN8247'DESCRIBED BY MN DEPT OF TRANSP 2011 (KMS)
 DN8247'THE MARK IS 0.75 MI (1.2 KM) NORTHEAST OF BAUDETTE.
 DN8247'
 DN8247'TO REACH THE MARK AT THE JUNCTION OF FOURTH STREET AND MILLING AVENUE,
 DN8247'12.2 M (40.0 FT) NORTH OF NORTH LIMIT OF MILLING AVENUE.
 DN8247'
 DN8247'IT IS 4.9 M (16.1 FT) EAST OF EAST LIMIT OF FOURTH STREET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DN8248 ***********************************************************************
 DN8248  DESIGNATION -  1963
 DN8248  PID         -  DN8248
 DN8248  STATE/COUNTY-  ON/RAINY RIVER
 DN8248  COUNTRY     -  CANADA
 DN8248  NTS MAPSHEET-  RAINY RIVER (2020)
 DN8248
 DN8248                         *CURRENT SURVEY CONTROL
 DN8248  ______________________________________________________________________
 DN8248* NAD 83(1986) POSITION- 48 43 07.6    (N) 094 34 05.4    (W)   HD_HELD2
 DN8248* NAVD 88 ORTHO HEIGHT -   327.292 (meters)     1073.79  (feet) ADJUSTED
 DN8248  ______________________________________________________________________
 DN8248  GEOID HEIGHT    -        -29.023 (meters)                     EGM08
 DN8248  DYNAMIC HEIGHT  -        327.378 (meters)     1074.07  (feet) COMP
 DN8248  MODELED GRAVITY -    980,864.4   (mgal)                       NAVD 88
 DN8248
 DN8248  VERT ORDER      -  SECOND    CLASS I
 DN8248
 DN8248.The positional and height information provided upon this datasheet are not
 DN8248.officially recognized by the Government of Canada, provincial governments
 DN8248.within Canada, nor are they intended to replace or substitute for them.
 DN8248.The intent of sharing this data is to allow access to positions or heights
 DN8248.recognized by the United States Government. Passive control that is used by
 DN8248.both nations may share the same or similar designations or descriptions but
 DN8248.do not share official positions or heights. The 'Station Description' may
 DN8248.originate from a Canadian 'Station Report' and if so contains information
 DN8248.licensed under the 'Open Government License - Canada'.
 DN8248
 DN8248.The horizontal coordinates were established by autonomous hand held GPS
 DN8248.observations and have an estimated accuracy of +/- 10 meters.
 DN8248
 DN8248.The orthometric height was determined by differential leveling and
 DN8248.adjusted by the NATIONAL GEODETIC SURVEY
 DN8248.in February 2013.
 DN8248
 DN8248.No vertical observational check was made to the station.
 DN8248
 DN8248.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8248
 DN8248.Click photographs - Photos may exist for this station.
 DN8248
 DN8248.The dynamic height is computed by dividing the NAVD 88
 DN8248.geopotential number by the normal gravity value computed on the
 DN8248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8248.degrees latitude (g = 980.6199 gals.).
 DN8248
 DN8248.The modeled gravity was interpolated from observed gravity values.
 DN8248
 DN8248
 DN8248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8465797380(NAD 83)
 DN8248
 DN8248                          SUPERSEDED SURVEY CONTROL
 DN8248
 DN8248.No superseded survey control is available for this station.
 DN8248
 DN8248_MARKER: DB = BENCH MARK DISK
 DN8248_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DN8248_SP_SET: WALL FOUNDATION
 DN8248_STAMPING: 1963
 DN8248_MARK LOGO: GSC
 DN8248_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8248+STABILITY: SURFACE MOTION
 DN8248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8248+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2011
 DN8248
 DN8248  HISTORY     - Date     Condition        Report By
 DN8248  HISTORY     - 19630401 MONUMENTED       GSC
 DN8248  HISTORY     - 20110201 GOOD             MNDT
 DN8248
 DN8248                          STATION DESCRIPTION
 DN8248
 DN8248'DESCRIBED BY MN DEPT OF TRANSP 2011 (MKS)
 DN8248'THE MARK IS 0.75 MI (1.2 KM) NORTHEAST OF BAUDETTE.
 DN8248'
 DN8248'TO REACH THE MARK AT SOUTHEAST CORNER OF THE JUNCTION OF FOURTH STREET
 DN8248'AND MILLING AVENUE, IN FRONT OF WEST STONE FOUNDATION WALL.
 DN8248'
 DN8248'IT IS 79 CENTIMETERS FROM SOUTHWEST CORNER, 30 CENTIMETERS BELOW TOP
 DN8248'OF FOUNDATION.  DISK SET VERTICALLY IN FOUNDATION WALL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DL5275 ***********************************************************************
 DL5275  DESIGNATION -  2 C
 DL5275  PID         -  DL5275
 DL5275  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 DL5275  COUNTRY     -  CANADA
 DL5275  NTS MAPSHEET-  CORNWALL (2020)
 DL5275
 DL5275                         *CURRENT SURVEY CONTROL
 DL5275  ______________________________________________________________________
 DL5275* NAD 83(1986) POSITION- 45 00 30.98   (N) 074 47 29.86   (W)   HD_HELD1
 DL5275* NAVD 88 ORTHO HEIGHT -    77.922 (meters)      255.65  (feet) ADJUSTED
 DL5275  ______________________________________________________________________
 DL5275  GEOID HEIGHT    -        -31.515 (meters)                     EGM08
 DL5275  DYNAMIC HEIGHT  -         77.920 (meters)      255.64  (feet) COMP
 DL5275  MODELED GRAVITY -    980,598.8   (mgal)                       NAVD 88
 DL5275
 DL5275  VERT ORDER      -  FIRST     CLASS II
 DL5275
 DL5275.The positional and height information provided upon this datasheet are not
 DL5275.officially recognized by the Government of Canada, provincial governments
 DL5275.within Canada, nor are they intended to replace or substitute for them.
 DL5275.The intent of sharing this data is to allow access to positions or heights
 DL5275.recognized by the United States Government. Passive control that is used by
 DL5275.both nations may share the same or similar designations or descriptions but
 DL5275.do not share official positions or heights. The 'Station Description' may
 DL5275.originate from a Canadian 'Station Report' and if so contains information
 DL5275.licensed under the 'Open Government License - Canada'.
 DL5275
 DL5275.The horizontal coordinates were determined by differentially corrected
 DL5275.hand held GPS observations or other comparable positioning techniques
 DL5275.and have an estimated accuracy of +/- 3 meters.
 DL5275
 DL5275.The orthometric height was determined by differential leveling and
 DL5275.adjusted by the NATIONAL GEODETIC SURVEY
 DL5275.in March 2024.
 DL5275
 DL5275.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5275
 DL5275.Click photographs - Photos may exist for this station.
 DL5275
 DL5275.The dynamic height is computed by dividing the NAVD 88
 DL5275.geopotential number by the normal gravity value computed on the
 DL5275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5275.degrees latitude (g = 980.6199 gals.).
 DL5275
 DL5275.The modeled gravity was interpolated from observed gravity values.
 DL5275
 DL5275
 DL5275_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1642083927(NAD 83)
 DL5275
 DL5275                          SUPERSEDED SURVEY CONTROL
 DL5275
 DL5275  NAVD 88 (10/14/09)   77.908  (m)          255.60   (f) SUPERSEDED  1 2
 DL5275
 DL5275.Superseded values are not recommended for survey control.
 DL5275
 DL5275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5275.See file dsdata.pdf to determine how the superseded data were derived.
 DL5275
 DL5275_MARKER: DD = SURVEY DISK
 DL5275_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL5275_SP_SET: DAM DECK
 DL5275_MARK LOGO: NONE
 DL5275_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5275+STABILITY: SURFACE MOTION
 DL5275_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5275+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2022
 DL5275
 DL5275  HISTORY     - Date     Condition        Report By
 DL5275  HISTORY     - 1958     MONUMENTED       ONTAPW
 DL5275  HISTORY     - 20220912 GOOD             NGS
 DL5275
 DL5275                          STATION DESCRIPTION
 DL5275
 DL5275'DESCRIBED BY ONTARIO POWER GENERATION 1958
 DL5275'THE MARK IS LOCATED ABOUT 3.18 MI (5.1 KM) SOUTHWEST OF CORNWALL,
 DL5275'ONT., 7.34 MI (11.8 KM) NORTH NORTHEAST OF MASSENA, NY.  OWNERSHIP
 DL5275'ONTARIO POWER GENERATION.  CONTACT THE ENGINEERING DEPARTMENT AT
 DL5275'613-932-3072 TO OBTAIN PERMISSION TO ACCESS THE MARK.
 DL5275'
 DL5275'BM 2-C IS THE HIGHEST POINT OF A 2-INCH (5 CM) BRASS HEX DISK SET
 DL5275'FLUSH IN THE CONCRETE DECK OF THE TOP OF THE HEADWORK JUST UPSTREAM
 DL5275'FROM BENCH MARK AA.
 DL5275'
 DL5275'IT IS 6.71 M (22.0 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER OF HEAD
 DL5275'GATE HATCH COVER 3A AND 0.45 M (1.5 FT) WEST OF THE WESTERNMOST RAIL
 DL5275'OF THE OVERHEAD GANTRY CRANE.
 DL5275'
 DL5275'NOTE-NO STAMPING.
 DL5275
 DL5275                          STATION RECOVERY (2022)
 DL5275
 DL5275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (JAO)
 DL5275'THE MARK IS LOCATED 4.9 KM (3.0 MI) WEST-SOUTHWEST OF THE CORNWALL,
 DL5275'ONTARIO, CANADA CITY HALL AND WITHIN THE GROUNDS FOR THE ROBERT H.
 DL5275'SAUNDERS POWER DAM, ST. LAWRENCE GENERATING STATION, OPERATED BY
 DL5275'ONTARIO POWER GENERATION (OPG).
 DL5275'
 DL5275'CONTACT THE ENGINEERING DEPARTMENT AT 613-932-3072 TO OBTAIN
 DL5275'PERMISSION TO ACCESS THE MARK.
 DL5275'
 DL5275'BM 2-C IS THE HIGHEST POINT OF A 5 CM (2 INCH) BRASS HEXAGONAL SHAPE
 DL5275'DISK SET FLUSH IN THE CONCRETE DECK ON THE NORTHWEST SIDE OF THE
 DL5275'HEADWORKS JUST UPSTREAM FROM BENCH MARK TD AA.
 DL5275'
 DL5275'IT IS 12.2 M (40.0 FT) NORTHWEST OF DEFORMATION MONUMENT "TD AA", 7.0
 DL5275'M (23.0 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER FOR HEAD GATE HATCH
 DL5275'COVER 2 C, 6.71 M (22.0 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER FOR
 DL5275'HEADGATE HATCH COVER 3A AND 0.45 M (1.5 FT) WEST OF THE WESTERNMOST
 DL5275'RAIL FOR THE OVERHEAD GANTRY CRANE.
 DL5275'
 DL5275'NOTE-NO STAMPING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0866 ***********************************************************************
 RJ0866  DESIGNATION -  2 USLS
 RJ0866  PID         -  RJ0866
 RJ0866  STATE/COUNTY-  ON/ALGOMA
 RJ0866  COUNTRY     -  CANADA
 RJ0866  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ0866
 RJ0866                         *CURRENT SURVEY CONTROL
 RJ0866  ______________________________________________________________________
 RJ0866* NAD 83(1986) POSITION- 46 30 32.90008(N) 084 23 30.26109(W)   ADJUSTED
 RJ0866* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0866  ______________________________________________________________________
 RJ0866  GEOID HEIGHT    -        -37.040 (meters)                     EGM08
 RJ0866  HORZ ORDER      -  THIRD
 RJ0866
 RJ0866.The positional and height information provided upon this datasheet are not
 RJ0866.officially recognized by the Government of Canada, provincial governments
 RJ0866.within Canada, nor are they intended to replace or substitute for them.
 RJ0866.The intent of sharing this data is to allow access to positions or heights
 RJ0866.recognized by the United States Government. Passive control that is used by
 RJ0866.both nations may share the same or similar designations or descriptions but
 RJ0866.do not share official positions or heights. The 'Station Description' may
 RJ0866.originate from a Canadian 'Station Report' and if so contains information
 RJ0866.licensed under the 'Open Government License - Canada'.
 RJ0866
 RJ0866.The horizontal coordinates were established by classical geodetic methods
 RJ0866.and adjusted by the National Geodetic Survey in July 1986.
 RJ0866
 RJ0866.The orthometric height was scaled from a topographic map.
 RJ0866
 RJ0866.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0866
 RJ0866.Click photographs - Photos may exist for this station.
 RJ0866
 RJ0866. The following values were computed from the NAD 83(1986) position.
 RJ0866
 RJ0866;                    North         East     Units Scale Factor Converg.
 RJ0866;UTM  16      - 5,153,924.214   700,099.685   MT  1.00009219   +1 53 34.4
 RJ0866
 RJ0866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0866!UTM  16      -   0.99997821  x   1.00009219  =   1.00007040
 RJ0866
 RJ0866:                Primary Azimuth Mark                     Grid Az
 RJ0866:UTM  16      -  STEEL IBC 1943                           066 11 09.5
 RJ0866
 RJ0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0009953924(NAD 83)
 RJ0866
 RJ0866|---------------------------------------------------------------------|
 RJ0866| PID    Reference Object                     Distance      Geod. Az  |
 RJ0866|                                                           dddmmss.s |
 RJ0866| RJ0852 STEEL IBC 1943                      APPROX. 1.5 KM 0680443.9 |
 RJ0866|---------------------------------------------------------------------|
 RJ0866
 RJ0866                          SUPERSEDED SURVEY CONTROL
 RJ0866
 RJ0866  NAD 27      -  46 30 32.82900(N)    084 23 30.10600(W) AD(       ) 3
 RJ0866  USSD        -  46 30 33.55000(N)    084 23 29.35000(W) AD(       ) 3
 RJ0866
 RJ0866.Superseded values are not recommended for survey control.
 RJ0866
 RJ0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0866.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0866
 RJ0866_MARKER: N = NAIL
 RJ0866_SETTING: 0 = UNSPECIFIED SETTING
 RJ0866_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0866
 RJ0866  HISTORY     - Date     Condition        Report By
 RJ0866  HISTORY     - 1878     MONUMENTED       USLS
 RJ0866  HISTORY     - 1968     GOOD             USACE
 RJ0866
 RJ0866                          STATION DESCRIPTION
 RJ0866
 RJ0866'DESCRIBED BY US LAKE SURVEY 1878
 RJ0866'ON SE POINT OF DICK MOORE ISLAND, 1-1/2 MILES W OF CANADIAN PACIFIC
 RJ0866'RAILWAY BRIDGE, NEAR THE E SIDE OF OLD VESSEL POINT.  IT IS 5 FEET
 RJ0866'BACK FROM WATER AND ABOUT 4 FEET ABOVE IT.
 RJ0866'
 RJ0866'SURFACE MARK A NAIL IN TOP OF A 6-INCH WOODEN POST IN GOOD
 RJ0866'CONDITION.  OVER CENTER OF STATION IS AN INSTRUMENT STAND WHICH IS
 RJ0866'A TRIPOD ABOUT 4 FEET HIGH MADE OF 7-INCH POSTS SET FIRMLY IN THE
 RJ0866'GROUND.
 RJ0866
 RJ0866                          STATION RECOVERY (1968)
 RJ0866
 RJ0866'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1968
 RJ0866'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1252 ***********************************************************************
 RJ1252  DESIGNATION -  2 VSC+082
 RJ1252  PID         -  RJ1252
 RJ1252  STATE/COUNTY-  ON/ALGOMA
 RJ1252  COUNTRY     -  CANADA
 RJ1252  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ1252
 RJ1252                         *CURRENT SURVEY CONTROL
 RJ1252  ______________________________________________________________________
 RJ1252* NAD 83(1986) POSITION- 46 30 27.58296(N) 084 23 31.67472(W)   ADJUSTED
 RJ1252* NAVD 88 ORTHO HEIGHT -   185.3   (meters)      608.    (feet) VERTCON
 RJ1252  ______________________________________________________________________
 RJ1252  GEOID HEIGHT    -        -37.040 (meters)                     EGM08
 RJ1252  HORZ ORDER      -  FIRST
 RJ1252
 RJ1252.The positional and height information provided upon this datasheet are not
 RJ1252.officially recognized by the Government of Canada, provincial governments
 RJ1252.within Canada, nor are they intended to replace or substitute for them.
 RJ1252.The intent of sharing this data is to allow access to positions or heights
 RJ1252.recognized by the United States Government. Passive control that is used by
 RJ1252.both nations may share the same or similar designations or descriptions but
 RJ1252.do not share official positions or heights. The 'Station Description' may
 RJ1252.originate from a Canadian 'Station Report' and if so contains information
 RJ1252.licensed under the 'Open Government License - Canada'.
 RJ1252
 RJ1252.The horizontal coordinates were established by GPS observations
 RJ1252.and adjusted by the National Geodetic Survey in May 1990.
 RJ1252
 RJ1252.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1252
 RJ1252.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1252
 RJ1252.Click photographs - Photos may exist for this station.
 RJ1252
 RJ1252. The following values were computed from the NAD 83(1986) position.
 RJ1252
 RJ1252;                    North         East     Units Scale Factor Converg.
 RJ1252;UTM  16      - 5,153,759.110   700,074.983   MT  1.00009207   +1 53 33.2
 RJ1252
 RJ1252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1252!UTM  16      -   0.99997677  x   1.00009207  =   1.00006883
 RJ1252
 RJ1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0007453759(NAD 83)
 RJ1252
 RJ1252                          SUPERSEDED SURVEY CONTROL
 RJ1252
 RJ1252  NGVD 29 (05/22/90)  185.2    (m)  RAPSU86  model used  GPS OBS        
 RJ1252
 RJ1252.Superseded values are not recommended for survey control.
 RJ1252
 RJ1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1252.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1252
 RJ1252_MARKER: DS = TRIANGULATION STATION DISK
 RJ1252_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1252+WITH SETTING: INFORMATION.
 RJ1252_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ1252+SATELLITE: SATELLITE OBSERVATIONS - 1988
 RJ1252
 RJ1252  HISTORY     - Date     Condition        Report By
 RJ1252  HISTORY     - 1988     MONUMENTED       USACE
 RJ1252
 RJ1252                          STATION DESCRIPTION
 RJ1252
 RJ1252'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1252'THE STATION IS LOCATED ABOUT 3.9 KM (2.4 MI) WEST-NORTHWEST OF
 RJ1252'SAULT STE MARIE 18 KM (11.2 MI) NORTHEAST OF BRIMLEY IN PART OF
 RJ1252'SECTION 10, CITY OF SAULT STE MARIE, TWP OF AWENGE, ALGOMA,
 RJ1252'OWNERSHIP---THE ALGOMA STEEL CORPORATION, LIMITED
 RJ1252'
 RJ1252'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1252'WEST FOR 1.0 KM (0.65 MI) ON RIDGE STREET
 RJ1252'TO MERIDIAN STREET,
 RJ1252'TURN LEFT AND GO SOUTH
 RJ1252'FOR 0.3 KM (0.2 MI) ON MERIDIAN STREET TO INTERSECTION OF MERIDIAN
 RJ1252'STREET AND SOUTH STREET, TURN RIGHT AND GO WEST FOR 1.0 KM (0.60 MI)
 RJ1252'ON A GRAVEL ROAD TO ASHMUN BAY BOAT LAUNCH, TRAVEL UPRIVER FOR
 RJ1252'0.25 HOURS TO ALGOMA STEEL PROPERTY AND STATION ON BANK.
 RJ1252'
 RJ1252'THE STATION IS A STANDARD COE DISK
 RJ1252'THAT IS STAMPED---VSC+082 1988---, SET
 RJ1252'INTO A PVC SLEEVE AND ATTACHED TO AN ALUMINUM ROD
 RJ1252'DRIVEN INTO THE GROUND, LOCATED 22.9 METERS (75 FT) FROM SECTION
 RJ1252'LINE AND 18.3 METERS (60 FT) FROM CENTER LINE OF GRAVEL/DIRT ROAD.
 RJ1252'
 RJ1252'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0827 ***********************************************************************
 RJ0827  DESIGNATION -  20 USLS
 RJ0827  PID         -  RJ0827
 RJ0827  STATE/COUNTY-  ON/ALGOMA
 RJ0827  COUNTRY     -  CANADA
 RJ0827  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ0827
 RJ0827                         *CURRENT SURVEY CONTROL
 RJ0827  ______________________________________________________________________
 RJ0827* NAD 83(1986) POSITION- 46 30 12.26374(N) 084 15 32.40859(W)   ADJUSTED
 RJ0827* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0827  ______________________________________________________________________
 RJ0827  GEOID HEIGHT    -        -37.189 (meters)                     EGM08
 RJ0827  HORZ ORDER      -  THIRD
 RJ0827
 RJ0827.The positional and height information provided upon this datasheet are not
 RJ0827.officially recognized by the Government of Canada, provincial governments
 RJ0827.within Canada, nor are they intended to replace or substitute for them.
 RJ0827.The intent of sharing this data is to allow access to positions or heights
 RJ0827.recognized by the United States Government. Passive control that is used by
 RJ0827.both nations may share the same or similar designations or descriptions but
 RJ0827.do not share official positions or heights. The 'Station Description' may
 RJ0827.originate from a Canadian 'Station Report' and if so contains information
 RJ0827.licensed under the 'Open Government License - Canada'.
 RJ0827
 RJ0827.The horizontal coordinates were established by classical geodetic methods
 RJ0827.and adjusted by the National Geodetic Survey in July 1986.
 RJ0827
 RJ0827.The orthometric height was scaled from a topographic map.
 RJ0827
 RJ0827.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0827
 RJ0827.Click photographs - Photos may exist for this station.
 RJ0827
 RJ0827. The following values were computed from the NAD 83(1986) position.
 RJ0827
 RJ0827;                    North         East     Units Scale Factor Converg.
 RJ0827;UTM  16      - 5,153,632.404   710,304.671   MT  1.00014368   +1 59 20.7
 RJ0827
 RJ0827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0827!UTM  16      -   0.99997824  x   1.00014368  =   1.00012192
 RJ0827
 RJ0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1030453632(NAD 83)
 RJ0827
 RJ0827                          SUPERSEDED SURVEY CONTROL
 RJ0827
 RJ0827  NAD 27      -  46 30 12.18800(N)    084 15 32.27200(W) AD(       ) 3
 RJ0827  USSD        -  46 30 12.92000(N)    084 15 31.50000(W) AD(       ) 3
 RJ0827
 RJ0827.Superseded values are not recommended for survey control.
 RJ0827
 RJ0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0827.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0827
 RJ0827_MARKER: H = DRILL HOLE
 RJ0827_SETTING: 80 = SET IN A BOULDER
 RJ0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0827+STABILITY: SURFACE MOTION
 RJ0827
 RJ0827  HISTORY     - Date     Condition        Report By
 RJ0827  HISTORY     - 1895     MONUMENTED       USLS
 RJ0827  HISTORY     - 1943     GOOD             IBC
 RJ0827  HISTORY     - 1958     GOOD             IBC
 RJ0827
 RJ0827                          STATION DESCRIPTION
 RJ0827
 RJ0827'DESCRIBED BY US LAKE SURVEY 1895
 RJ0827'ABOUT 2-1/4 MILES DOWNSTREAM FROM TOPSAIL ISLAND, OPPOSITE CASS
 RJ0827'POINT.  IT IS NEAR THE S END OF A FIELD OF A DESERTED FARM, ABOUT
 RJ0827'180 FEET N OF EDGE OF TIMBER, 200 FEET BACK FROM HIGH - WATER MARK,
 RJ0827'ABOUT 4 FEET ABOVE, 52 FEET S OF AN 18-INCH ELM TREE, 91 FEET SW OF
 RJ0827'A 20-INCH ELM TREE.
 RJ0827'
 RJ0827'MARK IS A 1/2 INCH DRILL HOLE 2-1/2 INCHES DEEP IN A FLAT LIMESTONE
 RJ0827'8 BY 8 INCHES INSCRIBED BY A TRIANGLE FOLLOWED BY---XX---, SET 2
 RJ0827'FEET UNDERGROUND.  STATION ESTABLISHED SOMETIME AFTER 1878.  DATE
 RJ0827'OF ESTABLISHMENT IS A GUESS.
 RJ0827
 RJ0827                          STATION RECOVERY (1943)
 RJ0827
 RJ0827'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0827'STATION MARK--RECOVERED IN 1943, THE SUBSURFACE MARK, A 1/2 INCH
 RJ0827'DRILL HOLE 2-1/2 INCHES DEEP IN A FLAT LIMESTONE 8 BY 8 INCHES
 RJ0827'INSCRIBED BY A TRIANGLE FOLLOWED BY---XX---, SET 2 FEET UNDERGROUND.
 RJ0827'A WOODEN POST WAS SET IN GROUND OVER THE MARK.
 RJ0827'
 RJ0827'IT IS 169.55 FEET, S 60 DEG 41 MIN W, FROM
 RJ0827'REFERENCE MONUMENT 31.
 RJ0827
 RJ0827                          STATION RECOVERY (1958)
 RJ0827
 RJ0827'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0827'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1286 ***********************************************************************
 RJ1286  DESIGNATION -  202 C8W 332
 RJ1286  PID         -  RJ1286
 RJ1286  STATE/COUNTY-  ON/ALGOMA
 RJ1286  COUNTRY     -  CANADA
 RJ1286  NTS MAPSHEET-  MUNUSCONG LAKE (2020)
 RJ1286
 RJ1286                         *CURRENT SURVEY CONTROL
 RJ1286  ______________________________________________________________________
 RJ1286* NAD 83(1986) POSITION- 46 10 46.57388(N) 084 03 20.91297(W)   ADJUSTED
 RJ1286* NAVD 88 ORTHO HEIGHT -   177.    (meters)      581.    (feet) VERTCON
 RJ1286  ______________________________________________________________________
 RJ1286  GEOID HEIGHT    -        -37.061 (meters)                     EGM08
 RJ1286  HORZ ORDER      -  SECOND
 RJ1286
 RJ1286.The positional and height information provided upon this datasheet are not
 RJ1286.officially recognized by the Government of Canada, provincial governments
 RJ1286.within Canada, nor are they intended to replace or substitute for them.
 RJ1286.The intent of sharing this data is to allow access to positions or heights
 RJ1286.recognized by the United States Government. Passive control that is used by
 RJ1286.both nations may share the same or similar designations or descriptions but
 RJ1286.do not share official positions or heights. The 'Station Description' may
 RJ1286.originate from a Canadian 'Station Report' and if so contains information
 RJ1286.licensed under the 'Open Government License - Canada'.
 RJ1286
 RJ1286.The horizontal coordinates were established by classical geodetic methods
 RJ1286.and adjusted by the National Geodetic Survey in May 1990.
 RJ1286
 RJ1286.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1286
 RJ1286.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1286
 RJ1286.Click photographs - Photos may exist for this station.
 RJ1286
 RJ1286. The following values were computed from the NAD 83(1986) position.
 RJ1286
 RJ1286;                    North         East     Units Scale Factor Converg.
 RJ1286;UTM  16      - 5,118,217.247   727,232.757   MT  1.00023478   +2 07 30.6
 RJ1286;UTM  17      - 5,118,542.983   264,152.861   MT  1.00028383   -2 12 21.0
 RJ1286
 RJ1286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1286!UTM  16      -   0.99997800  x   1.00023478  =   1.00021277
 RJ1286!UTM  17      -   0.99997800  x   1.00028383  =   1.00026182
 RJ1286
 RJ1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2723218217(NAD 83)
 RJ1286
 RJ1286                          SUPERSEDED SURVEY CONTROL
 RJ1286
 RJ1286  NGVD 29 (05/22/90)  177.     (m)          581.     (f) VERT ANG       
 RJ1286
 RJ1286.Superseded values are not recommended for survey control.
 RJ1286
 RJ1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1286.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1286
 RJ1286_MARKER: DS = TRIANGULATION STATION DISK
 RJ1286_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1286+WITH SETTING: INFORMATION.
 RJ1286_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1286
 RJ1286  HISTORY     - Date     Condition        Report By
 RJ1286  HISTORY     - 1988     MONUMENTED       USACE
 RJ1286
 RJ1286                          STATION DESCRIPTION
 RJ1286
 RJ1286'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1286'THE STATION IS LOCATED ABOUT 41.0 KM (25.5 MI) SOUTHEAST OF SAULT STE
 RJ1286'MARIE, 42.3 KM (26.3 MI) EAST-SOUTHEAST OF RUDYARD, 24.6 KM (15.3 MI)
 RJ1286'NORTHWEST OF DETOUR VILLAGE IN LOT 35, NEEBISH CONCESSION, TWP OF
 RJ1286'JOCELYN, DISTRICT OF ALGOMA.
 RJ1286'OWNERSHIP---JOCELYN TOWNSHIP
 RJ1286'
 RJ1286'TO REACH THE STATION FROM THE POST OFFICE IN PICKFORD MI, GO EAST
 RJ1286'FOR 20.9 KM (13 MI) ON GOGOMAIN ROAD TO A 90 DEGREES BEND IN THE ROAD
 RJ1286'TOWARD THE SOUTH, TURN LEFT FOR 152.4 M (500 FT) ON A GRAVEL ROAD
 RJ1286'TRAVEL NORTH TO THE PUBLIC BOAT LAUNCH. TRAVEL BY BOAT UPRIVER FOR
 RJ1286'10 MINUTES ACROSS MUNUSCONG LAKE TO A SMALL POINT OF LAND THAT IS
 RJ1286'ABOUT 243.8 M (800 FT) SOUTH OF RICHARDSON CREEK AND THE STATION.
 RJ1286'
 RJ1286'THE STATION IS A STANDARD COE DISK THAT IS STAMPED---C8W-332---,
 RJ1286'SET INTO A COVERED CYLINDER FLUSH WITH THE GROUND AND
 RJ1286'ATTACHED TO AN ALUMINUM ROD THAT IS DRIVEN INTO THE GROUND, LOCATED
 RJ1286'7.6 METERS (25 FT) INLAND FROM THE SHORE.
 RJ1286'
 RJ1286'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 AH5427 ***********************************************************************
 AH5427  DESIGNATION -  204 2
 AH5427  PID         -  AH5427
 AH5427  STATE/COUNTY-  ON/ALGOMA
 AH5427  COUNTRY     -  CANADA
 AH5427  NTS MAPSHEET-  MUNUSCONG LAKE (2020)
 AH5427
 AH5427                         *CURRENT SURVEY CONTROL
 AH5427  ______________________________________________________________________
 AH5427* NAD 83(1994) POSITION- 46 09 41.04434(N) 084 00 46.22226(W)   ADJUSTED
 AH5427* NAVD 88 ORTHO HEIGHT -   177.    (meters)      581.    (feet) SCALED
 AH5427  ______________________________________________________________________
 AH5427  GEOID HEIGHT    -        -37.095 (meters)                     EGM08
 AH5427  HORZ ORDER      -  THIRD
 AH5427
 AH5427.The positional and height information provided upon this datasheet are not
 AH5427.officially recognized by the Government of Canada, provincial governments
 AH5427.within Canada, nor are they intended to replace or substitute for them.
 AH5427.The intent of sharing this data is to allow access to positions or heights
 AH5427.recognized by the United States Government. Passive control that is used by
 AH5427.both nations may share the same or similar designations or descriptions but
 AH5427.do not share official positions or heights. The 'Station Description' may
 AH5427.originate from a Canadian 'Station Report' and if so contains information
 AH5427.licensed under the 'Open Government License - Canada'.
 AH5427
 AH5427.The horizontal coordinates were established by classical geodetic methods
 AH5427.and adjusted by the National Geodetic Survey in November 1998.
 AH5427
 AH5427.The orthometric height was scaled from a topographic map.
 AH5427
 AH5427.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH5427
 AH5427.Click photographs - Photos may exist for this station.
 AH5427
 AH5427. The following values were computed from the NAD 83(1994) position.
 AH5427
 AH5427;                    North         East     Units Scale Factor Converg.
 AH5427;UTM  16      - 5,116,318.818   730,625.169   MT  1.00025388   +2 09 20.0
 AH5427;UTM  17      - 5,116,393.759   267,392.342   MT  1.00026517   -2 10 26.8
 AH5427
 AH5427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5427!UTM  16      -   0.99997801  x   1.00025388  =   1.00023189
 AH5427!UTM  17      -   0.99997801  x   1.00026517  =   1.00024318
 AH5427
 AH5427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS3062516318(NAD 83)
 AH5427
 AH5427                          SUPERSEDED SURVEY CONTROL
 AH5427
 AH5427.No superseded survey control is available for this station.
 AH5427
 AH5427_MARKER: DD = SURVEY DISK
 AH5427_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AH5427+WITH SETTING: PAVEMENT
 AH5427_PROJECTION: FLUSH
 AH5427_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5427+STABILITY: SURFACE MOTION
 AH5427
 AH5427  HISTORY     - Date     Condition        Report By
 AH5427  HISTORY     - 1988     MONUMENTED       NOS
 AH5427
 AH5427                          STATION DESCRIPTION
 AH5427
 AH5427'DESCRIBED BY NATIONAL OCEAN SERVICE 1988 (PBW)
 AH5427'THE STATION IS LOCATED ALONG THE WESTERN SHORELINE OF ST JOSEPH ISLAND
 AH5427'IN ONTARIO CANADA NORTH-NORTHEAST OF POINT AUX FRENES NEAR THE WESTERN
 AH5427'SHORELINE OF MUNUSCONG LAKE.
 AH5427'THE STATION IS BEST REACHED BY BOAT FROM RABER.  GO NORTHEAST FOR
 AH5427'APPROXIMATELY 3.6 MILES TO THE AREA OF BUOY NUMBER 24 AND THE STATION
 AH5427'TO THE NORTHEAST OF THE BUOY UNDER A LARGE WHITE TRIPOD.
 AH5427'THE STATION IS A STANDARD NOS DISK STAMPED---204 2 1988---, SET INTO A
 AH5427'DRILL HOLE IN A LARGE BOULDER.  IT IS LOCATED 3.0 METERS (9.84 FEET)
 AH5427'NORTH OF THE SHORELINE, 3.0 METERS (9.84 FEET) SOUTH OF THE EAST LEG
 AH5427'OF THE TRIPOD, 1.5 METERS (4.9 FEET) NORTHEAST OF THE SOUTH LEG OF THE
 AH5427'TRIPOD, AND 3.0 METERS (9.8 FEET) SOUTH OF THE BRUSH LINE.
 AH5427'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 AH5427'DESCRIBED BY C M SAUNDERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1288 ***********************************************************************
 RJ1288  DESIGNATION -  204 C8W+450
 RJ1288  PID         -  RJ1288
 RJ1288  STATE/COUNTY-  ON/ALGOMA
 RJ1288  COUNTRY     -  CANADA
 RJ1288  NTS MAPSHEET-  MUNUSCONG LAKE (2020)
 RJ1288
 RJ1288                         *CURRENT SURVEY CONTROL
 RJ1288  ______________________________________________________________________
 RJ1288* NAD 83(1986) POSITION- 46 09 41.03466(N) 084 00 46.21495(W)   ADJUSTED
 RJ1288* NAVD 88 ORTHO HEIGHT -   177.5   (meters)      582.    (feet) VERTCON
 RJ1288  ______________________________________________________________________
 RJ1288  GEOID HEIGHT    -        -37.095 (meters)                     EGM08
 RJ1288  HORZ ORDER      -  SECOND
 RJ1288
 RJ1288.The positional and height information provided upon this datasheet are not
 RJ1288.officially recognized by the Government of Canada, provincial governments
 RJ1288.within Canada, nor are they intended to replace or substitute for them.
 RJ1288.The intent of sharing this data is to allow access to positions or heights
 RJ1288.recognized by the United States Government. Passive control that is used by
 RJ1288.both nations may share the same or similar designations or descriptions but
 RJ1288.do not share official positions or heights. The 'Station Description' may
 RJ1288.originate from a Canadian 'Station Report' and if so contains information
 RJ1288.licensed under the 'Open Government License - Canada'.
 RJ1288
 RJ1288.The horizontal coordinates were established by classical geodetic methods
 RJ1288.and adjusted by the National Geodetic Survey in May 1990.
 RJ1288
 RJ1288.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1288
 RJ1288.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1288
 RJ1288.Click photographs - Photos may exist for this station.
 RJ1288
 RJ1288. The following values were computed from the NAD 83(1986) position.
 RJ1288
 RJ1288;                    North         East     Units Scale Factor Converg.
 RJ1288;UTM  16      - 5,116,318.525   730,625.337   MT  1.00025388   +2 09 20.0
 RJ1288;UTM  17      - 5,116,393.455   267,392.487   MT  1.00026517   -2 10 26.8
 RJ1288
 RJ1288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1288!UTM  16      -   0.99997798  x   1.00025388  =   1.00023186
 RJ1288!UTM  17      -   0.99997798  x   1.00026517  =   1.00024315
 RJ1288
 RJ1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS3062516318(NAD 83)
 RJ1288
 RJ1288                          SUPERSEDED SURVEY CONTROL
 RJ1288
 RJ1288  NGVD 29 (05/22/90)  177.5    (m)          582.     (f) VERT ANG       
 RJ1288
 RJ1288.Superseded values are not recommended for survey control.
 RJ1288
 RJ1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1288.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1288
 RJ1288_MARKER: DS = TRIANGULATION STATION DISK
 RJ1288_SETTING: 80 = SET IN A BOULDER
 RJ1288_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1288+STABILITY: SURFACE MOTION
 RJ1288
 RJ1288  HISTORY     - Date     Condition        Report By
 RJ1288  HISTORY     - 1988     MONUMENTED       USACE
 RJ1288
 RJ1288                          STATION DESCRIPTION
 RJ1288
 RJ1288'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1288'THE STATION IS LOCATED ABOUT 44.9 KM (27.9 MI) SOUTHEAST OF SAULT STE
 RJ1288'MARIE, 46.0 KM (28.6 MI) EAST-SOUTHEAST OF RUDYARD, 20.8 KM
 RJ1288'(12.9 MI)
 RJ1288'NORTH-NORTHWEST OF DETOUR VILLAGE IN LOT 46, CONCESSION A,
 RJ1288'TOWNSHIP OF JOCELYN, DISTRICT OF ALGOMA.
 RJ1288'OWNERSHIP---JOCELYN TOWNSHIP
 RJ1288'
 RJ1288'TO REACH THE STATION FROM THE POST OFFICE IN PICKFORD MI, GO EAST
 RJ1288'FOR 20.9 KM
 RJ1288'(13 MI) ON GOGOMAIN ROAD TO A 90 DEGREE BEND IN THE ROAD
 RJ1288'TOWARD THE SOUTH, TURN LEFT AND GO NORTH FOR 152.4 METERS (500 FT)
 RJ1288'ON A GRAVEL ROAD TO THE PUBLIC BOAT LAUNCH. TRAVEL BY BOAT ACROSS
 RJ1288'MUNUSCONG LAKE FOR 25 MINUTES TO A SMALL POINT OF LAND WHERE THE
 RJ1288'STATION IS LOCATED.
 RJ1288'
 RJ1288'THE STATION IS A STANDARD COE DISK THAT IS STAMPED---2042---,
 RJ1288'AND EMBEDDED IN LARGE BOULDER LOCATED AT THE EDGE OF THE SHORELINE.
 RJ1288'
 RJ1288'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0964 ***********************************************************************
 RJ0964  DESIGNATION -  206
 RJ0964  PID         -  RJ0964
 RJ0964  STATE/COUNTY-  ON/ALGOMA
 RJ0964  COUNTRY     -  CANADA
 RJ0964  NTS MAPSHEET-  MUNUSCONG LAKE (2020)
 RJ0964
 RJ0964                         *CURRENT SURVEY CONTROL
 RJ0964  ______________________________________________________________________
 RJ0964* NAD 83(1994) POSITION- 46 07 30.91348(N) 084 00 03.02387(W)   ADJUSTED
 RJ0964* NAVD 88 ORTHO HEIGHT -   180.    (meters)      591.    (feet) SCALED
 RJ0964  ______________________________________________________________________
 RJ0964  GEOID HEIGHT    -        -37.113 (meters)                     EGM08
 RJ0964  HORZ ORDER      -  THIRD
 RJ0964
 RJ0964.The positional and height information provided upon this datasheet are not
 RJ0964.officially recognized by the Government of Canada, provincial governments
 RJ0964.within Canada, nor are they intended to replace or substitute for them.
 RJ0964.The intent of sharing this data is to allow access to positions or heights
 RJ0964.recognized by the United States Government. Passive control that is used by
 RJ0964.both nations may share the same or similar designations or descriptions but
 RJ0964.do not share official positions or heights. The 'Station Description' may
 RJ0964.originate from a Canadian 'Station Report' and if so contains information
 RJ0964.licensed under the 'Open Government License - Canada'.
 RJ0964
 RJ0964.The horizontal coordinates were established by classical geodetic methods
 RJ0964.and adjusted by the National Geodetic Survey in November 1998.
 RJ0964
 RJ0964.The orthometric height was scaled from a topographic map.
 RJ0964
 RJ0964.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0964
 RJ0964.Click photographs - Photos may exist for this station.
 RJ0964
 RJ0964. The following values were computed from the NAD 83(1994) position.
 RJ0964
 RJ0964;                    North         East     Units Scale Factor Converg.
 RJ0964;UTM  16      - 5,112,337.640   731,703.293   MT  1.00026002   +2 09 46.5
 RJ0964;UTM  17      - 5,112,342.543   268,166.927   MT  1.00026076   -2 09 50.9
 RJ0964
 RJ0964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0964!UTM  16      -   0.99997766  x   1.00026002  =   1.00023767
 RJ0964!UTM  17      -   0.99997766  x   1.00026076  =   1.00023841
 RJ0964
 RJ0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS3170312337(NAD 83)
 RJ0964
 RJ0964                          SUPERSEDED SURVEY CONTROL
 RJ0964
 RJ0964  NAD 83(1986)-  46 07 30.90182(N)    084 00 03.02577(W) AD(       ) 3
 RJ0964  NAD 27      -  46 07 30.83600(N)    084 00 02.95600(W) AD(       ) 3
 RJ0964  USSD        -  46 07 31.57000(N)    084 00 02.15000(W) AD(       ) 3
 RJ0964
 RJ0964.Superseded values are not recommended for survey control.
 RJ0964
 RJ0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0964.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0964
 RJ0964_MARKER: DD = SURVEY DISK
 RJ0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0964_PROJECTION: FLUSH
 RJ0964_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0964+STABILITY: SURFACE MOTION
 RJ0964
 RJ0964  HISTORY     - Date     Condition        Report By
 RJ0964  HISTORY     - 1894     MONUMENTED       USLS
 RJ0964  HISTORY     - 1958     GOOD             IBC
 RJ0964  HISTORY     - 1988     GOOD             NOS
 RJ0964
 RJ0964                          STATION DESCRIPTION
 RJ0964
 RJ0964'DESCRIBED BY US LAKE SURVEY 1894
 RJ0964'ON THE W EDGE OF HAY POINT, ON W SIDE OF ST JOSEPH ISLAND, OPPOSITE
 RJ0964'POINT AUX FRENES, MICHIGAN, AT THE S END OF LAKE MUNUSCONG, AND 11
 RJ0964'MILES NW OF DETOUR, MICHIGAN.  IT IS IN A SMALL CLEARING SURROUNDED
 RJ0964'BY SMALL CEDAR TREES, 125 FEET S OF THE SHARP PROJECTION OF THE POINT
 RJ0964'NEAREST POINT AUX FRENES, AND 40 FEET INSHORE FROM AND 4 FEET ABOVE
 RJ0964'THE WATER.
 RJ0964'
 RJ0964'STATION MARK IS A DRILL HOLE IN A ROCK UNDERGROUND.  A STANDARD
 RJ0964'U S L S DISK WITH A CROSS AND---206---STAMPED ON IT IS SET IN A
 RJ0964'6-INCH CONCRETE CYLINDER OVER THE STATION, THE TOP PROJECTING 6
 RJ0964'INCHES ABOVE THE GROUND IN A CAIRN.
 RJ0964'
 RJ0964'A TRIPOD PAINTED WHITE IS OVER THE STATION.  A CROSS IN A ROCK S IS
 RJ0964'A REFERENCE MARK.
 RJ0964
 RJ0964                          STATION RECOVERY (1958)
 RJ0964
 RJ0964'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0964'RECOVERED IN GOOD CONDITION.
 RJ0964
 RJ0964                          STATION RECOVERY (1988)
 RJ0964
 RJ0964'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1988 (PBW)
 RJ0964'THE STATION WAS RECOVERED AT THIS DATE. THE STATIONS GEODETIC POSITION
 RJ0964'WAS VERIFIED AT THIS TIME.
 RJ0964'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 RJ0964'RECOVERED BY P B WALBOLT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DN3585 ***********************************************************************
 DN3585  HT_MOD      -  This is a Height Modernization Survey Station.
 DN3585  DESIGNATION -  207
 DN3585  PID         -  DN3585
 DN3585  STATE/COUNTY-  ON/RAINY RIVER
 DN3585  COUNTRY     -  CANADA
 DN3585  NTS MAPSHEET-  RAINY RIVER (2020)
 DN3585
 DN3585                         *CURRENT SURVEY CONTROL
 DN3585  ______________________________________________________________________
 DN3585* NAD 83(2011) POSITION- 48 44 51.23633(N) 094 35 05.52248(W)   ADJUSTED
 DN3585* NAD 83(2011) ELLIP HT-   308.870 (meters)        (06/27/12)   ADJUSTED
 DN3585* NAD 83(2011) EPOCH   -  2010.00
 DN3585* NAVD 88 ORTHO HEIGHT -   338.00  (meters)     1108.9   (feet) GPS OBS
 DN3585  ______________________________________________________________________
 DN3585  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DN3585  GEOID HEIGHT    -        -29.105 (meters)                     GEOID09
 DN3585  GEOID HEIGHT    -        -29.074 (meters)                     EGM08
 DN3585  NAD 83(2011) X  -   -336,831.642 (meters)                     COMP
 DN3585  NAD 83(2011) Y  - -4,200,300.573 (meters)                     COMP
 DN3585  NAD 83(2011) Z  -  4,772,327.104 (meters)                     COMP
 DN3585
 DN3585  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN3585  Standards:
 DN3585         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN3585            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN3585  -------------------------------------------------------------------
 DN3585  NETWORK    0.32   0.51           0.15   0.10   0.26     -0.08584217
 DN3585  -------------------------------------------------------------------
 DN3585  Click here for local accuracies and other accuracy information.
 DN3585
 DN3585.The positional and height information provided upon this datasheet are not
 DN3585.officially recognized by the Government of Canada, provincial governments
 DN3585.within Canada, nor are they intended to replace or substitute for them.
 DN3585.The intent of sharing this data is to allow access to positions or heights
 DN3585.recognized by the United States Government. Passive control that is used by
 DN3585.both nations may share the same or similar designations or descriptions but
 DN3585.do not share official positions or heights. The 'Station Description' may
 DN3585.originate from a Canadian 'Station Report' and if so contains information
 DN3585.licensed under the 'Open Government License - Canada'.
 DN3585
 DN3585.The horizontal coordinates were established by GPS observations
 DN3585.and adjusted by the National Geodetic Survey in June 2012.
 DN3585
 DN3585.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN3585.been affixed to the stable North American tectonic plate. See 
 DN3585.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN3585
 DN3585.The horizontal coordinates are valid at the epoch date displayed above
 DN3585.which is a decimal equivalence of Year/Month/Day.
 DN3585
 DN3585.The orthometric height was determined by GPS observations and a
 DN3585.high-resolution geoid model using precise GPS observation and
 DN3585.processing techniques.
 DN3585
 DN3585.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3585
 DN3585.Click photographs - Photos may exist for this station.
 DN3585
 DN3585.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN3585
 DN3585.The ellipsoidal height was determined by GPS observations
 DN3585.and is referenced to NAD 83.
 DN3585
 DN3585. The following values were computed from the NAD 83(2011) position.
 DN3585
 DN3585;                    North         East     Units Scale Factor Converg.
 DN3585;UTM  15      - 5,400,606.022   383,496.033   MT  0.99976675   -1 11 30.0
 DN3585
 DN3585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN3585!UTM  15      -   0.99995160  x   0.99976675  =   0.99971836
 DN3585
 DN3585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ8349600606(NAD 83)
 DN3585
 DN3585                          SUPERSEDED SURVEY CONTROL
 DN3585
 DN3585  NAD 83(2007)-  48 44 51.23654(N)    094 35 05.52335(W) AD(2002.00) 1
 DN3585  ELLIP H (09/15/11)  308.898  (m)                       GP(2002.00) 1 2
 DN3585
 DN3585.Superseded values are not recommended for survey control.
 DN3585
 DN3585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN3585.See file dsdata.pdf to determine how the superseded data were derived.
 DN3585
 DN3585_MARKER: DD = SURVEY DISK
 DN3585_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 DN3585_STAMPING: 008 930207
 DN3585_MARK LOGO: ONCADH
 DN3585_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN3585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN3585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3585+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2011
 DN3585
 DN3585  HISTORY     - Date     Condition        Report By
 DN3585  HISTORY     - 19930401 MONUMENTED       ONCADH
 DN3585  HISTORY     - 20110203 GOOD             MNDT
 DN3585
 DN3585                          STATION DESCRIPTION
 DN3585
 DN3585'DESCRIBED BY MN DEPT OF TRANSP 2011 (CAN)
 DN3585'3.0 MILES NORTH OF RAINY RIVER, 0.2 MILE NORTHEAST ALONG CANADA
 DN3585'HIGHWAY 11 FROM THE NORTH END OF BRIDGE AT BAUDETTE, MINNESOTA - RAINY
 DN3585'RIVER, ONTARIO CROSSING, THEN 1.85 MILES NORTH ALONG CANADA HIGHWAY
 DN3585'600, 64.3 FEET NORTHEAST OF NAIL AND DISK IN POWER POLE, 41.6 FEET
 DN3585'EAST OF CANADA HIGHWAY 600, 39.0 FEET NORTH OF GRAVEL ENTRANCE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DN3586 ***********************************************************************
 DN3586  HT_MOD      -  This is a Height Modernization Survey Station.
 DN3586  DESIGNATION -  208
 DN3586  PID         -  DN3586
 DN3586  STATE/COUNTY-  ON/RAINY RIVER
 DN3586  COUNTRY     -  CANADA
 DN3586  NTS MAPSHEET-  ARBOR VITAE (2020)
 DN3586
 DN3586                         *CURRENT SURVEY CONTROL
 DN3586  ______________________________________________________________________
 DN3586* NAD 83(2011) POSITION- 48 45 04.77909(N) 094 25 47.28123(W)   ADJUSTED
 DN3586* NAD 83(2011) ELLIP HT-   311.925 (meters)        (06/27/12)   ADJUSTED
 DN3586* NAD 83(2011) EPOCH   -  2010.00
 DN3586* NAVD 88 ORTHO HEIGHT -   341.21  (meters)     1119.5   (feet) GPS OBS
 DN3586  ______________________________________________________________________
 DN3586  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DN3586  GEOID HEIGHT    -        -29.254 (meters)                     GEOID09
 DN3586  GEOID HEIGHT    -        -29.226 (meters)                     EGM08
 DN3586  NAD 83(2011) X  -   -325,438.464 (meters)                     COMP
 DN3586  NAD 83(2011) Y  - -4,200,885.211 (meters)                     COMP
 DN3586  NAD 83(2011) Z  -  4,772,605.247 (meters)                     COMP
 DN3586
 DN3586  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN3586  Standards:
 DN3586         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN3586            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN3586  -------------------------------------------------------------------
 DN3586  NETWORK    0.41   0.63           0.19   0.13   0.32     -0.10867615
 DN3586  -------------------------------------------------------------------
 DN3586  Click here for local accuracies and other accuracy information.
 DN3586
 DN3586.The positional and height information provided upon this datasheet are not
 DN3586.officially recognized by the Government of Canada, provincial governments
 DN3586.within Canada, nor are they intended to replace or substitute for them.
 DN3586.The intent of sharing this data is to allow access to positions or heights
 DN3586.recognized by the United States Government. Passive control that is used by
 DN3586.both nations may share the same or similar designations or descriptions but
 DN3586.do not share official positions or heights. The 'Station Description' may
 DN3586.originate from a Canadian 'Station Report' and if so contains information
 DN3586.licensed under the 'Open Government License - Canada'.
 DN3586
 DN3586.The horizontal coordinates were established by GPS observations
 DN3586.and adjusted by the National Geodetic Survey in June 2012.
 DN3586
 DN3586.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN3586.been affixed to the stable North American tectonic plate. See 
 DN3586.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN3586
 DN3586.The horizontal coordinates are valid at the epoch date displayed above
 DN3586.which is a decimal equivalence of Year/Month/Day.
 DN3586
 DN3586.The orthometric height was determined by GPS observations and a
 DN3586.high-resolution geoid model using precise GPS observation and
 DN3586.processing techniques.
 DN3586
 DN3586.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3586
 DN3586.Click photographs - Photos may exist for this station.
 DN3586
 DN3586.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN3586
 DN3586.The ellipsoidal height was determined by GPS observations
 DN3586.and is referenced to NAD 83.
 DN3586
 DN3586. The following values were computed from the NAD 83(2011) position.
 DN3586
 DN3586;                    North         East     Units Scale Factor Converg.
 DN3586;UTM  15      - 5,400,798.674   394,902.570   MT  0.99973570   -1 04 30.4
 DN3586
 DN3586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN3586!UTM  15      -   0.99995112  x   0.99973570  =   0.99968683
 DN3586
 DN3586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ9490200798(NAD 83)
 DN3586
 DN3586                          SUPERSEDED SURVEY CONTROL
 DN3586
 DN3586  NAD 83(2007)-  48 45 04.77930(N)    094 25 47.28184(W) AD(2002.00) 1
 DN3586  ELLIP H (09/15/11)  311.952  (m)                       GP(2002.00) 1 2
 DN3586
 DN3586.Superseded values are not recommended for survey control.
 DN3586
 DN3586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN3586.See file dsdata.pdf to determine how the superseded data were derived.
 DN3586
 DN3586_MARKER: DD = SURVEY DISK
 DN3586_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 DN3586_STAMPING: 008 930208
 DN3586_MARK LOGO: ONCADH
 DN3586_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN3586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN3586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3586+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2011
 DN3586
 DN3586  HISTORY     - Date     Condition        Report By
 DN3586  HISTORY     - 19930401 MONUMENTED       ONCADH
 DN3586  HISTORY     - 20110203 GOOD             MNDT
 DN3586
 DN3586                          STATION DESCRIPTION
 DN3586
 DN3586'DESCRIBED BY MN DEPT OF TRANSP 2011 (CAN)
 DN3586'6.3 MILES NORTHEAST OF RAINY RIVER, 6.1 MILES EAST ALONG CANADA
 DN3586'HIGHWAY 11 FROM JUNCTION OF CANADA HIGHWAY 11 AND 1ST STREET IN RAINY
 DN3586'RIVER, THEN 2.0 MILES NORTH ALONG CANADA HIGHWAY 621, 79.4 FEET WEST
 DN3586'OF CANADA HIGHWAY 621, 47.0 FEET NORTHWEST OF NAIL IN ANCHOR POLE,
 DN3586'14.1 FEET SOUTH OF BLUE ROAD NUMBER 2.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NC0326 ***********************************************************************
 NC0326  DESIGNATION -  20U183F
 NC0326  PID         -  NC0326
 NC0326  STATE/COUNTY-  ON/NIAGARA
 NC0326  COUNTRY     -  CANADA
 NC0326  NTS MAPSHEET-  FORT ERIE (2020)
 NC0326
 NC0326                         *CURRENT SURVEY CONTROL
 NC0326  ______________________________________________________________________
 NC0326* NAD 83(1986) POSITION- 42 55 42.70   (N) 078 54 50.85   (W)   HD_HELD1
 NC0326* NAVD 88 ORTHO HEIGHT -   179.554 (meters)      589.09  (feet) ADJUSTED
 NC0326  ______________________________________________________________________
 NC0326  GEOID HEIGHT    -        -35.938 (meters)                     EGM08
 NC0326  DYNAMIC HEIGHT  -        179.507 (meters)      588.93  (feet) COMP
 NC0326  MODELED GRAVITY -    980,356.3   (mgal)                       NAVD 88
 NC0326
 NC0326  VERT ORDER      -  FIRST     CLASS 0
 NC0326
 NC0326.The positional and height information provided upon this datasheet are not
 NC0326.officially recognized by the Government of Canada, provincial governments
 NC0326.within Canada, nor are they intended to replace or substitute for them.
 NC0326.The intent of sharing this data is to allow access to positions or heights
 NC0326.recognized by the United States Government. Passive control that is used by
 NC0326.both nations may share the same or similar designations or descriptions but
 NC0326.do not share official positions or heights. The 'Station Description' may
 NC0326.originate from a Canadian 'Station Report' and if so contains information
 NC0326.licensed under the 'Open Government License - Canada'.
 NC0326
 NC0326.The horizontal coordinates were determined by differentially corrected
 NC0326.hand held GPS observations or other comparable positioning techniques
 NC0326.and have an estimated accuracy of +/- 3 meters.
 NC0326
 NC0326.The orthometric height was determined by differential leveling and
 NC0326.adjusted by the NATIONAL GEODETIC SURVEY
 NC0326.in June 1991.
 NC0326
 NC0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC0326
 NC0326.Click photographs - Photos may exist for this station.
 NC0326
 NC0326.The dynamic height is computed by dividing the NAVD 88
 NC0326.geopotential number by the normal gravity value computed on the
 NC0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0326.degrees latitude (g = 980.6199 gals.).
 NC0326
 NC0326.The modeled gravity was interpolated from observed gravity values.
 NC0326
 NC0326
 NC0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7021554988(NAD 83)
 NC0326
 NC0326                          SUPERSEDED SURVEY CONTROL
 NC0326
 NC0326  NGVD 29 (??/??/92)  179.722  (m)          589.64   (f) ADJ UNCH    1 0
 NC0326
 NC0326.Superseded values are not recommended for survey control.
 NC0326
 NC0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0326.See file dsdata.pdf to determine how the superseded data were derived.
 NC0326
 NC0326_MARKER: B = BOLT
 NC0326_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0326_SP_SET: PIER
 NC0326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NC0326+SATELLITE: SATELLITE OBSERVATIONS - 1988
 NC0326
 NC0326  HISTORY     - Date     Condition        Report By
 NC0326  HISTORY     - UNK      MONUMENTED       IBC
 NC0326  HISTORY     - 1970     GOOD             USLS
 NC0326  HISTORY     - 1977     GOOD             NGS
 NC0326  HISTORY     - 1988     GOOD             IBC
 NC0326
 NC0326                          STATION DESCRIPTION
 NC0326
 NC0326'DESCRIBED BY US LAKE SURVEY 1970
 NC0326'IN FORT ERIE.
 NC0326'CONCRETE BENCH MARK PIER, 160 FEET WEST OF WEST ABUTMENT OF
 NC0326'INTERNATIONAL RAILWAY BRIDGE, 45 FEET NORTH OF CENTRE LINE OF BRIDGE
 NC0326'AND 22 FEET NORTHWEST OF NORTHWEST CORNER OF BRIDGE TRAFFIC
 NC0326'SUPERVISORS OFFICE, BOLT IN TOP OF PIER.
 NC0326
 NC0326                          STATION RECOVERY (1977)
 NC0326
 NC0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NC0326'FROM THE WEST END OF THE PEACE BRIDGE IN CANADA, GO THROUGH THE
 NC0326'CUSTOMS BOOTHS AND BEAR RIGHT TO A SLIGHT CURVE TO WALNUT STREET,
 NC0326'THENCE 0.2 MILE EASTERLY ALONG WALNUT STREET TO THE JUNCTION
 NC0326'OF NIAGARA BOULEVARD, THENCE 1.5 MILES NORTHWEST ALONG NIAGARA
 NC0326'BOULEVARD TO THE INTERNATIONAL RAILROAD BRIDGE, AT THE FORT
 NC0326'ERIE RAILROAD STATION, 160.0 FEET WEST OF THE WEST ABUTMENT
 NC0326'OF RAILROAD BRIDGE, 45.0 FEET NORTH OF THE EXTENDED CENTERLINE
 NC0326'OF BRIDGE, 12.8 FEET SOUTHWEST OF A POWER POLE, 17.2
 NC0326'FEET NORTH OF THE NORTHWEST CORNER OF RAILROAD STATION,
 NC0326'HIGHEST POINT BEING ON TOP OF A 3/4 INCH BRASS BOLT SET IN A
 NC0326'3/4 FOOT SQUARE CONCRETE POST.
 NC0326
 NC0326                          STATION RECOVERY (1988)
 NC0326
 NC0326'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1988 (UNK)
 NC0326'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 OG0249 ***********************************************************************
 OG0249  DESIGNATION -  22U2560
 OG0249  PID         -  OG0249
 OG0249  STATE/COUNTY-  ON/NIAGARA
 OG0249  COUNTRY     -  CANADA
 OG0249  NTS MAPSHEET-  NIAGARA (2020)
 OG0249
 OG0249                         *CURRENT SURVEY CONTROL
 OG0249  ______________________________________________________________________
 OG0249* NAD 83(1986) POSITION- 43 09 37.2    (N) 079 02 59.2    (W)   HD_HELD2
 OG0249* NAVD 88 ORTHO HEIGHT -   162.674 (meters)      533.71  (feet) ADJUSTED
 OG0249  ______________________________________________________________________
 OG0249  GEOID HEIGHT    -        -36.524 (meters)                     EGM08
 OG0249  DYNAMIC HEIGHT  -        162.636 (meters)      533.58  (feet) COMP
 OG0249  MODELED GRAVITY -    980,380.8   (mgal)                       NAVD 88
 OG0249
 OG0249  VERT ORDER      -  FIRST     CLASS 0
 OG0249
 OG0249.The positional and height information provided upon this datasheet are not
 OG0249.officially recognized by the Government of Canada, provincial governments
 OG0249.within Canada, nor are they intended to replace or substitute for them.
 OG0249.The intent of sharing this data is to allow access to positions or heights
 OG0249.recognized by the United States Government. Passive control that is used by
 OG0249.both nations may share the same or similar designations or descriptions but
 OG0249.do not share official positions or heights. The 'Station Description' may
 OG0249.originate from a Canadian 'Station Report' and if so contains information
 OG0249.licensed under the 'Open Government License - Canada'.
 OG0249
 OG0249.The horizontal coordinates were established by autonomous hand held GPS
 OG0249.observations and have an estimated accuracy of +/- 10 meters.
 OG0249
 OG0249.The orthometric height was determined by differential leveling and
 OG0249.adjusted by the NATIONAL GEODETIC SURVEY
 OG0249.in June 1991.
 OG0249
 OG0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0249
 OG0249.Click photographs - Photos may exist for this station.
 OG0249
 OG0249.The dynamic height is computed by dividing the NAVD 88
 OG0249.geopotential number by the normal gravity value computed on the
 OG0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0249.degrees latitude (g = 980.6199 gals.).
 OG0249
 OG0249.The modeled gravity was interpolated from observed gravity values.
 OG0249
 OG0249
 OG0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5854780465(NAD 83)
 OG0249
 OG0249                          SUPERSEDED SURVEY CONTROL
 OG0249
 OG0249.No superseded survey control is available for this station.
 OG0249
 OG0249_MARKER: B = BOLT
 OG0249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OG0249_SP_SET: BASE
 OG0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0249_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OG0249+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2009
 OG0249
 OG0249  HISTORY     - Date     Condition        Report By
 OG0249  HISTORY     - UNK      MONUMENTED       USLS
 OG0249  HISTORY     - 1970     GOOD             USLS
 OG0249  HISTORY     - 1977     GOOD             NGS
 OG0249  HISTORY     - 20090603 GOOD             GEOCAC
 OG0249
 OG0249                          STATION DESCRIPTION
 OG0249
 OG0249'DESCRIBED BY US LAKE SURVEY 1970
 OG0249'IN LEWISTON.
 OG0249'AT LEWISTON, NIAGARA COUNTY, NORTHERLY GATEPOST OF STONE GATEWAY TO
 OG0249'QUEENSTON HEIGHTS PARK, IMMEDIATELY WEST OF DISUSED ELECTRIC RAILWAY
 OG0249'CAR STOP BELOW BROCKS MONUMENT, BOLT IN NORTH FACE OF BASE.
 OG0249
 OG0249                          STATION RECOVERY (1977)
 OG0249
 OG0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OG0249'AT QUEENSTON HEIGHTS PARK, A BOLT SET IN THE NORTH GATEPOST OF A
 OG0249'STONE GATEWAY LEADING TO BROCKS MONUMENT, IN THE NORTH FACE OF
 OG0249'THE MOST NORTHERLY STONE POST.
 OG0249
 OG0249                          STATION RECOVERY (2009)
 OG0249
 OG0249'RECOVERY NOTE BY GEOCACHING 2009 (RCF)
 OG0249'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 OG0248 ***********************************************************************
 OG0248  DESIGNATION -  22U2561
 OG0248  PID         -  OG0248
 OG0248  STATE/COUNTY-  ON/NIAGARA
 OG0248  COUNTRY     -  CANADA
 OG0248  NTS MAPSHEET-  NIAGARA (2020)
 OG0248
 OG0248                         *CURRENT SURVEY CONTROL
 OG0248  ______________________________________________________________________
 OG0248* NAD 83(1986) POSITION- 43 09 36.8    (N) 079 03 10.6    (W)   HD_HELD2
 OG0248* NAVD 88 ORTHO HEIGHT -   177.350 (meters)      581.86  (feet) ADJUSTED
 OG0248  ______________________________________________________________________
 OG0248  GEOID HEIGHT    -        -36.526 (meters)                     EGM08
 OG0248  DYNAMIC HEIGHT  -        177.308 (meters)      581.72  (feet) COMP
 OG0248  MODELED GRAVITY -    980,380.9   (mgal)                       NAVD 88
 OG0248
 OG0248  VERT ORDER      -  FIRST     CLASS 0
 OG0248
 OG0248.The positional and height information provided upon this datasheet are not
 OG0248.officially recognized by the Government of Canada, provincial governments
 OG0248.within Canada, nor are they intended to replace or substitute for them.
 OG0248.The intent of sharing this data is to allow access to positions or heights
 OG0248.recognized by the United States Government. Passive control that is used by
 OG0248.both nations may share the same or similar designations or descriptions but
 OG0248.do not share official positions or heights. The 'Station Description' may
 OG0248.originate from a Canadian 'Station Report' and if so contains information
 OG0248.licensed under the 'Open Government License - Canada'.
 OG0248
 OG0248.The horizontal coordinates were established by autonomous hand held GPS
 OG0248.observations and have an estimated accuracy of +/- 10 meters.
 OG0248
 OG0248.The orthometric height was determined by differential leveling and
 OG0248.adjusted by the NATIONAL GEODETIC SURVEY
 OG0248.in June 1991.
 OG0248
 OG0248.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0248
 OG0248.Click photographs - Photos may exist for this station.
 OG0248
 OG0248.The dynamic height is computed by dividing the NAVD 88
 OG0248.geopotential number by the normal gravity value computed on the
 OG0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0248.degrees latitude (g = 980.6199 gals.).
 OG0248
 OG0248.The modeled gravity was interpolated from observed gravity values.
 OG0248
 OG0248
 OG0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5829080447(NAD 83)
 OG0248
 OG0248                          SUPERSEDED SURVEY CONTROL
 OG0248
 OG0248.No superseded survey control is available for this station.
 OG0248
 OG0248_MARKER: B = BOLT
 OG0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0248+STABILITY: SURFACE MOTION
 OG0248_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OG0248+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2009
 OG0248
 OG0248  HISTORY     - Date     Condition        Report By
 OG0248  HISTORY     - UNK      MONUMENTED       USLS
 OG0248  HISTORY     - 1970     GOOD             USLS
 OG0248  HISTORY     - 1977     GOOD             NGS
 OG0248  HISTORY     - 20090603 GOOD             GEOCAC
 OG0248
 OG0248                          STATION DESCRIPTION
 OG0248
 OG0248'DESCRIBED BY US LAKE SURVEY 1970
 OG0248'IN LEWISTON.
 OG0248'AT LEWISTON, NIAGARA COUNTY, MASSIVE STONE PARAPET ENCLOSING BROCKS
 OG0248'MONUMENT, BOLT IN WEST OR INNER FACE OF SQUARE STONE POST AT
 OG0248'NORTHEAST CORNER OF ENCLOSURE, 1.7 FEET ABOVE GROUND.
 OG0248
 OG0248                          STATION RECOVERY (1977)
 OG0248
 OG0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OG0248'IN QUEENSTON HEIGHTS PARK AT BROOKS MONUMENT, A BOLT SET IN WEST
 OG0248'OR INTERFACE OF SQUARE STONE POST AT NORTHEAST CORNER OF
 OG0248'ENCLOSURE.
 OG0248
 OG0248                          STATION RECOVERY (2009)
 OG0248
 OG0248'RECOVERY NOTE BY GEOCACHING 2009 (RCF)
 OG0248'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 OG0226 ***********************************************************************
 OG0226  DESIGNATION -  22U2565
 OG0226  PID         -  OG0226
 OG0226  STATE/COUNTY-  ON/NIAGARA
 OG0226  COUNTRY     -  CANADA
 OG0226  NTS MAPSHEET-  NIAGARA (2020)
 OG0226
 OG0226                         *CURRENT SURVEY CONTROL
 OG0226  ______________________________________________________________________
 OG0226* NAD 83(1986) POSITION- 43 05 31.38   (N) 079 04 06.24   (W)   HD_HELD1
 OG0226* NAVD 88 ORTHO HEIGHT -   159.940 (meters)      524.74  (feet) ADJUSTED
 OG0226  ______________________________________________________________________
 OG0226  GEOID HEIGHT    -        -36.345 (meters)                     EGM08
 OG0226  DYNAMIC HEIGHT  -        159.900 (meters)      524.61  (feet) COMP
 OG0226  MODELED GRAVITY -    980,370.8   (mgal)                       NAVD 88
 OG0226
 OG0226  VERT ORDER      -  FIRST     CLASS 0
 OG0226
 OG0226.The positional and height information provided upon this datasheet are not
 OG0226.officially recognized by the Government of Canada, provincial governments
 OG0226.within Canada, nor are they intended to replace or substitute for them.
 OG0226.The intent of sharing this data is to allow access to positions or heights
 OG0226.recognized by the United States Government. Passive control that is used by
 OG0226.both nations may share the same or similar designations or descriptions but
 OG0226.do not share official positions or heights. The 'Station Description' may
 OG0226.originate from a Canadian 'Station Report' and if so contains information
 OG0226.licensed under the 'Open Government License - Canada'.
 OG0226
 OG0226.The horizontal coordinates were determined by differentially corrected
 OG0226.hand held GPS observations or other comparable positioning techniques
 OG0226.and have an estimated accuracy of +/- 3 meters.
 OG0226
 OG0226.The orthometric height was determined by differential leveling and
 OG0226.adjusted by the NATIONAL GEODETIC SURVEY
 OG0226.in June 1991.
 OG0226
 OG0226.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0226
 OG0226.Click photographs - Photos may exist for this station.
 OG0226
 OG0226.The dynamic height is computed by dividing the NAVD 88
 OG0226.geopotential number by the normal gravity value computed on the
 OG0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0226.degrees latitude (g = 980.6199 gals.).
 OG0226
 OG0226.The modeled gravity was interpolated from observed gravity values.
 OG0226
 OG0226
 OG0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5720872847(NAD 83)
 OG0226
 OG0226                          SUPERSEDED SURVEY CONTROL
 OG0226
 OG0226.No superseded survey control is available for this station.
 OG0226
 OG0226_MARKER: B = BOLT
 OG0226_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OG0226_SP_SET: MONUMENT
 OG0226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OG0226_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OG0226+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2013
 OG0226
 OG0226  HISTORY     - Date     Condition        Report By
 OG0226  HISTORY     - UNK      MONUMENTED       IBC
 OG0226  HISTORY     - 1922     GOOD             WTRCAN
 OG0226  HISTORY     - 1970     GOOD             USLS
 OG0226  HISTORY     - 1977     GOOD             NGS
 OG0226  HISTORY     - 20110818 GOOD             GEOCAC
 OG0226  HISTORY     - 20130926 GOOD             BASE9
 OG0226
 OG0226                          STATION DESCRIPTION
 OG0226
 OG0226'DESCRIBED BY WATER SURVEY OF CANADA 1922 (UNK)
 OG0226'RECOVERED IN GOOD CONDITION.
 OG0226
 OG0226                          STATION RECOVERY (1970)
 OG0226
 OG0226'RECOVERY NOTE BY US LAKE SURVEY 1970
 OG0226'IN NIAGARA FALLS.
 OG0226'INTERNATIONAL BOUNDARY COMMISSION CONCRETE REFERENCE MONUMENT NO. 18,
 OG0226'AT EAST SIDE OF STONE RETAINING WALL, OPPOSITE NORTH LINE OF BENDER
 OG0226'STREET AND 0.2 MILE NORTH OF UPPER STEEL ARCH BRIDGE, BOLT IN SOUTH
 OG0226'FACE OF MONUMENT.
 OG0226
 OG0226                          STATION RECOVERY (1977)
 OG0226
 OG0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OG0226'RECOVERED IN GOOD CONDITION.
 OG0226
 OG0226                          STATION RECOVERY (2011)
 OG0226
 OG0226'RECOVERY NOTE BY GEOCACHING 2011 (EJK)
 OG0226'NOTE - HH2 COORDINATES ARE (N) 43 05 31.38, (W) 79 04 06.24
 OG0226
 OG0226                          STATION RECOVERY (2013)
 OG0226
 OG0226'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2013 (DRD)
 OG0226'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NC0342 ***********************************************************************
 NC0342  DESIGNATION -  22U2576
 NC0342  PID         -  NC0342
 NC0342  STATE/COUNTY-  ON/NIAGARA
 NC0342  COUNTRY     -  CANADA
 NC0342  NTS MAPSHEET-  FORT ERIE (2020)
 NC0342
 NC0342                         *CURRENT SURVEY CONTROL
 NC0342  ______________________________________________________________________
 NC0342* NAD 83(1986) POSITION- 42 55 42.7    (N) 078 54 48.7    (W)   HD_HELD2
 NC0342* NAVD 88 ORTHO HEIGHT -   176.065 (meters)      577.64  (feet) ADJUSTED
 NC0342  ______________________________________________________________________
 NC0342  GEOID HEIGHT    -        -35.937 (meters)                     EGM08
 NC0342  DYNAMIC HEIGHT  -        176.019 (meters)      577.49  (feet) COMP
 NC0342  MODELED GRAVITY -    980,356.3   (mgal)                       NAVD 88
 NC0342
 NC0342  VERT ORDER      -  FIRST     CLASS 0
 NC0342
 NC0342.The positional and height information provided upon this datasheet are not
 NC0342.officially recognized by the Government of Canada, provincial governments
 NC0342.within Canada, nor are they intended to replace or substitute for them.
 NC0342.The intent of sharing this data is to allow access to positions or heights
 NC0342.recognized by the United States Government. Passive control that is used by
 NC0342.both nations may share the same or similar designations or descriptions but
 NC0342.do not share official positions or heights. The 'Station Description' may
 NC0342.originate from a Canadian 'Station Report' and if so contains information
 NC0342.licensed under the 'Open Government License - Canada'.
 NC0342
 NC0342.The horizontal coordinates were established by autonomous hand held GPS
 NC0342.observations and have an estimated accuracy of +/- 10 meters.
 NC0342
 NC0342.The orthometric height was determined by differential leveling and
 NC0342.adjusted by the NATIONAL GEODETIC SURVEY
 NC0342.in June 1991.
 NC0342
 NC0342.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC0342
 NC0342.Click photographs - Photos may exist for this station.
 NC0342
 NC0342.The dynamic height is computed by dividing the NAVD 88
 NC0342.geopotential number by the normal gravity value computed on the
 NC0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0342.degrees latitude (g = 980.6199 gals.).
 NC0342
 NC0342.The modeled gravity was interpolated from observed gravity values.
 NC0342
 NC0342
 NC0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7026454989(NAD 83)
 NC0342
 NC0342                          SUPERSEDED SURVEY CONTROL
 NC0342
 NC0342  NGVD 29 (??/??/92)  176.222  (m)          578.16   (f) ADJ UNCH    1 0
 NC0342
 NC0342.Superseded values are not recommended for survey control.
 NC0342
 NC0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0342.See file dsdata.pdf to determine how the superseded data were derived.
 NC0342
 NC0342_MARKER: B = BOLT
 NC0342_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0342_SP_SET: BRIDGE ABUTMENT
 NC0342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0342
 NC0342  HISTORY     - Date     Condition        Report By
 NC0342  HISTORY     - UNK      MONUMENTED       IBC
 NC0342  HISTORY     - 1970     GOOD             USLS
 NC0342  HISTORY     - 1977     GOOD             NGS
 NC0342
 NC0342                          STATION DESCRIPTION
 NC0342
 NC0342'DESCRIBED BY US LAKE SURVEY 1970
 NC0342'IN FORT ERIE.
 NC0342'INTERNATIONAL RAILWAY BRIDGE OVER NIAGARA RIVER, AT WEST OR CANADIAN
 NC0342'END OF BRIDGE, BOLT IN EAST FACE OF STONE ABUTMENT AT SOUTH END, IN
 NC0342'FIFTH COURSE BELOW BRIDGE SEAT, 0.5 FOOT ABOVE SIDEWALK.
 NC0342
 NC0342                          STATION RECOVERY (1977)
 NC0342
 NC0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NC0342'FROM THE WEST END OF PEACE BRIDGE IN FORT ERIE, CANADA, PASS
 NC0342'THROUGH THE CUSTOM BOOTHS AND BEAR RIGHT TO A CURVE AND WALNUT
 NC0342'STREET, THENCE 0.2 MILE EASTERLY ALONG WALNUT STREET, THENCE
 NC0342'1.5 MILE NORTHWEST ALONG NIAGARA BOULEVARD, SET VERTICALLY IN THE
 NC0342'EAST FACE OF THE FIFTH COURSE OF STONE MASONERY BELOW THE SEAT
 NC0342'OF THE INTERNATIONAL RAILROAD BRIDGE, 22.7 FEET WEST OF THE
 NC0342'CENTERLINE OF NIAGARA BOULEVARD, 5.6 FEET WEST OF A STEEL GUARDRAIL,
 NC0342'2.0 FEET NORTH OF THE SOUTHEAST CORNER, 2.5 FEET ABOVE
 NC0342'N 13 AND IS A 5/8 INCH BRASS BOLT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NC0329 ***********************************************************************
 NC0329  DESIGNATION -  22U2577
 NC0329  PID         -  NC0329
 NC0329  STATE/COUNTY-  ON/NIAGARA
 NC0329  COUNTRY     -  CANADA
 NC0329  NTS MAPSHEET-  FORT ERIE (2020)
 NC0329
 NC0329                         *CURRENT SURVEY CONTROL
 NC0329  ______________________________________________________________________
 NC0329* NAD 83(1986) POSITION- 42 56 32.3    (N) 078 55 34.8    (W)   HD_HELD2
 NC0329* NAVD 88 ORTHO HEIGHT -   174.407 (meters)      572.20  (feet) ADJUSTED
 NC0329  ______________________________________________________________________
 NC0329  GEOID HEIGHT    -        -35.978 (meters)                     EGM08
 NC0329  DYNAMIC HEIGHT  -        174.361 (meters)      572.05  (feet) COMP
 NC0329  MODELED GRAVITY -    980,357.9   (mgal)                       NAVD 88
 NC0329
 NC0329  VERT ORDER      -  FIRST     CLASS 0
 NC0329
 NC0329.The positional and height information provided upon this datasheet are not
 NC0329.officially recognized by the Government of Canada, provincial governments
 NC0329.within Canada, nor are they intended to replace or substitute for them.
 NC0329.The intent of sharing this data is to allow access to positions or heights
 NC0329.recognized by the United States Government. Passive control that is used by
 NC0329.both nations may share the same or similar designations or descriptions but
 NC0329.do not share official positions or heights. The 'Station Description' may
 NC0329.originate from a Canadian 'Station Report' and if so contains information
 NC0329.licensed under the 'Open Government License - Canada'.
 NC0329
 NC0329.The horizontal coordinates were established by autonomous hand held GPS
 NC0329.observations and have an estimated accuracy of +/- 10 meters.
 NC0329
 NC0329.The orthometric height was determined by differential leveling and
 NC0329.adjusted by the NATIONAL GEODETIC SURVEY
 NC0329.in June 1991.
 NC0329
 NC0329.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC0329
 NC0329.Click photographs - Photos may exist for this station.
 NC0329
 NC0329.The dynamic height is computed by dividing the NAVD 88
 NC0329.geopotential number by the normal gravity value computed on the
 NC0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0329.degrees latitude (g = 980.6199 gals.).
 NC0329
 NC0329.The modeled gravity was interpolated from observed gravity values.
 NC0329
 NC0329
 NC0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6918156494(NAD 83)
 NC0329
 NC0329                          SUPERSEDED SURVEY CONTROL
 NC0329
 NC0329  NGVD 29 (??/??/92)  174.576  (m)          572.75   (f) ADJ UNCH    1 0
 NC0329
 NC0329.Superseded values are not recommended for survey control.
 NC0329
 NC0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0329.See file dsdata.pdf to determine how the superseded data were derived.
 NC0329
 NC0329_MARKER: B = BOLT
 NC0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0329+STABILITY: SURFACE MOTION
 NC0329_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NC0329+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1971
 NC0329
 NC0329  HISTORY     - Date     Condition        Report By
 NC0329  HISTORY     - 19630716 MONUMENTED       GSC
 NC0329  HISTORY     - 1970     GOOD             USLS
 NC0329  HISTORY     - 19710621 GOOD             GSC
 NC0329  HISTORY     - 1977     GOOD             NGS
 NC0329
 NC0329                          STATION DESCRIPTION
 NC0329
 NC0329'DESCRIBED BY US LAKE SURVEY 1970
 NC0329'IN FORT ERIE.
 NC0329'INTERNATIONAL BOUNDARY COMMISSION CONCRETE MONUMENT NO. 32, 1.2 MILES
 NC0329'NORTHWEST OF C.N.RY. STATION, 80 FEET NORTHEAST OF NORTHEAST EDGE OF
 NC0329'NIAGARA BOULEVARD PAVEMENT AND 80 FEET SOUTHEAST OF STONE BLOCK
 NC0329'COMMEMORATING THE BATTLE OF FRENCHMANS CREEK, BOLT FACING ROAD.
 NC0329
 NC0329                          STATION RECOVERY (1971)
 NC0329
 NC0329'RECOVERY NOTE BY GEODETIC SURVEY OF CANADA 1971 (UNK)
 NC0329'RECOVERED IN GOOD CONDITION.
 NC0329
 NC0329                          STATION RECOVERY (1977)
 NC0329
 NC0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NC0329'FROM THE WEST END OF THE PEACE BRIDGE IN FORT ERIE, CANADA, GO
 NC0329'THROUGH THE CUSTOMS BOOTH AND BEAR RIGHT TO A CURVE, THENCE 0.2
 NC0329'MILE EASTERLY ON WALNUT STREET, THENCE 2.6 MILES NORTHWEST ON
 NC0329'NIAGARA BOULEVARD, JUST SOUTHEAST OF FRENCHMANS CREEK AT A BOAT
 NC0329'LAUNCH, 100 FEET NORTHEAST OF CENTERLINE OF NIAGARA BOULEVARD,
 NC0329'22.9 FEET SOUTHWEST OF A SMALL WILLOW TREE, 51.2 FEET SOUTHEAST
 NC0329'OF A LARGE STONE MONUMENT WITH A PLAQUE BEARING FRENCHMANS CREEK,
 NC0329'AND IS A BOLT SET VERTICALLY IN AN INTERNATIONAL BOUNDARY
 NC0329'COMMISSION CONCRETE MONUMENT NUMBER 32.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NC0330 ***********************************************************************
 NC0330  DESIGNATION -  22U2578
 NC0330  PID         -  NC0330
 NC0330  STATE/COUNTY-  ON/NIAGARA
 NC0330  COUNTRY     -  CANADA
 NC0330  NTS MAPSHEET-  FORT ERIE (2020)
 NC0330
 NC0330                         *CURRENT SURVEY CONTROL
 NC0330  ______________________________________________________________________
 NC0330* NAD 83(1986) POSITION- 42 56 52.7    (N) 078 56 03.6    (W)   HD_HELD2
 NC0330* NAVD 88 ORTHO HEIGHT -   175.771 (meters)      576.68  (feet) ADJUSTED
 NC0330  ______________________________________________________________________
 NC0330  GEOID HEIGHT    -        -35.997 (meters)                     EGM08
 NC0330  DYNAMIC HEIGHT  -        175.726 (meters)      576.53  (feet) COMP
 NC0330  MODELED GRAVITY -    980,358.4   (mgal)                       NAVD 88
 NC0330
 NC0330  VERT ORDER      -  FIRST     CLASS 0
 NC0330
 NC0330.The positional and height information provided upon this datasheet are not
 NC0330.officially recognized by the Government of Canada, provincial governments
 NC0330.within Canada, nor are they intended to replace or substitute for them.
 NC0330.The intent of sharing this data is to allow access to positions or heights
 NC0330.recognized by the United States Government. Passive control that is used by
 NC0330.both nations may share the same or similar designations or descriptions but
 NC0330.do not share official positions or heights. The 'Station Description' may
 NC0330.originate from a Canadian 'Station Report' and if so contains information
 NC0330.licensed under the 'Open Government License - Canada'.
 NC0330
 NC0330.The horizontal coordinates were established by autonomous hand held GPS
 NC0330.observations and have an estimated accuracy of +/- 10 meters.
 NC0330
 NC0330.The orthometric height was determined by differential leveling and
 NC0330.adjusted by the NATIONAL GEODETIC SURVEY
 NC0330.in June 1991.
 NC0330
 NC0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC0330
 NC0330.Click photographs - Photos may exist for this station.
 NC0330
 NC0330.The dynamic height is computed by dividing the NAVD 88
 NC0330.geopotential number by the normal gravity value computed on the
 NC0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0330.degrees latitude (g = 980.6199 gals.).
 NC0330
 NC0330.The modeled gravity was interpolated from observed gravity values.
 NC0330
 NC0330
 NC0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6851357107(NAD 83)
 NC0330
 NC0330                          SUPERSEDED SURVEY CONTROL
 NC0330
 NC0330  NGVD 29 (??/??/92)  175.942  (m)          577.24   (f) ADJ UNCH    1 0
 NC0330
 NC0330.Superseded values are not recommended for survey control.
 NC0330
 NC0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0330.See file dsdata.pdf to determine how the superseded data were derived.
 NC0330
 NC0330_MARKER: B = BOLT
 NC0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0330+STABILITY: SURFACE MOTION
 NC0330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NC0330+SATELLITE: SATELLITE OBSERVATIONS - 1988
 NC0330
 NC0330  HISTORY     - Date     Condition        Report By
 NC0330  HISTORY     - 19630716 MONUMENTED       GSC
 NC0330  HISTORY     - 1970     GOOD             USLS
 NC0330  HISTORY     - 1977     GOOD             NGS
 NC0330  HISTORY     - 1988     GOOD             GSC
 NC0330
 NC0330                          STATION DESCRIPTION
 NC0330
 NC0330'DESCRIBED BY US LAKE SURVEY 1970
 NC0330'IN FORT ERIE.
 NC0330'INTERNATIONAL BOUNDARY COMMISSION CONCRETE REFERENCE MONUMENT NO. 31,
 NC0330'1.8 MILES NORTHWEST OF C.N.RY. STATION, 24 FEET NORTHEAST OF NORTHEAST
 NC0330'EDGE OF NIAGARA BOULEVARD PAVEMENT AND 200 FEET SOUTHEAST OF A LARGE
 NC0330'SIGNBOARD ADVERTISING FORD HOTEL, BUFFALO, BOLT FACING ROADWAY.
 NC0330
 NC0330                          STATION RECOVERY (1977)
 NC0330
 NC0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NC0330'RECOVERED IN GOOD CONDITION.
 NC0330
 NC0330                          STATION RECOVERY (1988)
 NC0330
 NC0330'RECOVERY NOTE BY GEODETIC SURVEY OF CANADA 1988 (UNK)
 NC0330'THE MARK IS A BOLT LOCATED ABOUT 90.9 KM (56.5 MI) SOUTH-SOUTHEAST OF
 NC0330'TORONTO, 82.2 KM (51.1 MI) EAST-SOUTHEAST OF HAMILTON, 32.6 KM (20.3
 NC0330'MI) SOUTHEAST OF ST CATHARINES, 21.6 KM (13.4 MI) SOUTHEAST OF NIAGARA
 NC0330'FALLS IN NORTHEAST FORT ERIE.
 NC0330'
 NC0330'THE MARK IS LOCATED IN A INTERNATIONAL BOUNDARY COMMISSION CONCRETE
 NC0330'REFERENCE MONUMENT NO. 31, 2.9 KM (1.8 MI) NORTHWEST OF CANADIAN
 NC0330'NATIONAL RAILWAY STATION.
 NC0330'
 NC0330'THE MARK IS FOUND 7.3 M (24.0 FT) NORTHEAST OF NORTHEAST EDGE OF
 NC0330'NIAGARA BOULEVARD PAVEMENT, NORTHEAST OF A 'PLEASE DO NOT FEED THE
 NC0330'GEESE' SIGN, THE BOLT FACES THE ROADWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RH0030 ***********************************************************************
 RH0030  DESIGNATION -  230 USLS 1894
 RH0030  PID         -  RH0030
 RH0030  STATE/COUNTY-  ON/ALGOMA
 RH0030  COUNTRY     -  CANADA
 RH0030  NTS MAPSHEET-  JOSEPH ISLAND (2020)
 RH0030
 RH0030                         *CURRENT SURVEY CONTROL
 RH0030  ______________________________________________________________________
 RH0030* NAD 83(1986) POSITION- 46 07 45.18658(N) 083 48 50.08325(W)   ADJUSTED
 RH0030* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RH0030  ______________________________________________________________________
 RH0030  GEOID HEIGHT    -        -37.288 (meters)                     EGM08
 RH0030  HORZ ORDER      -  THIRD
 RH0030
 RH0030.The positional and height information provided upon this datasheet are not
 RH0030.officially recognized by the Government of Canada, provincial governments
 RH0030.within Canada, nor are they intended to replace or substitute for them.
 RH0030.The intent of sharing this data is to allow access to positions or heights
 RH0030.recognized by the United States Government. Passive control that is used by
 RH0030.both nations may share the same or similar designations or descriptions but
 RH0030.do not share official positions or heights. The 'Station Description' may
 RH0030.originate from a Canadian 'Station Report' and if so contains information
 RH0030.licensed under the 'Open Government License - Canada'.
 RH0030
 RH0030.The horizontal coordinates were established by classical geodetic methods
 RH0030.and adjusted by the National Geodetic Survey in July 1986.
 RH0030
 RH0030.The orthometric height was scaled from a topographic map.
 RH0030
 RH0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 RH0030
 RH0030.Click photographs - Photos may exist for this station.
 RH0030
 RH0030. The following values were computed from the NAD 83(1986) position.
 RH0030
 RH0030;                    North         East     Units Scale Factor Converg.
 RH0030;UTM  17      - 5,112,254.361   282,623.390   MT  1.00018091   -2 01 45.7
 RH0030
 RH0030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0030!UTM  17      -   0.99997825  x   1.00018091  =   1.00015916
 RH0030
 RH0030:                Primary Azimuth Mark                     Grid Az
 RH0030:UTM  17      -  238                                      096 45 27.2
 RH0030
 RH0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM8262312254(NAD 83)
 RH0030
 RH0030|---------------------------------------------------------------------|
 RH0030| PID    Reference Object                     Distance      Geod. Az  |
 RH0030|                                                           dddmmss.s |
 RH0030| RH0027 238                                 APPROX. 2.9 KM 0944341.5 |
 RH0030| RH0031 REF MON 7 IWC 1911                    7.141 METERS 26307     |
 RH0030|---------------------------------------------------------------------|
 RH0030
 RH0030                          SUPERSEDED SURVEY CONTROL
 RH0030
 RH0030  NAD 27      -  46 07 45.11800(N)    083 48 50.05100(W) AD(       ) 3
 RH0030  USSD        -  46 07 45.86000(N)    083 48 49.24000(W) AD(       ) 3
 RH0030
 RH0030.Superseded values are not recommended for survey control.
 RH0030
 RH0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0030.See file dsdata.pdf to determine how the superseded data were derived.
 RH0030
 RH0030_MARKER: DH = HORIZONTAL CONTROL DISK
 RH0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RH0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RH0030+STABILITY: SURFACE MOTION
 RH0030
 RH0030  HISTORY     - Date     Condition        Report By
 RH0030  HISTORY     - 1894     MONUMENTED       USLS
 RH0030  HISTORY     - 1958     GOOD             IBC
 RH0030
 RH0030                          STATION DESCRIPTION
 RH0030
 RH0030'DESCRIBED BY US LAKE SURVEY 1894
 RH0030'ON KOSHKAWONG POINT ON THE W SIDE OF THE ENTRANCE TO MILFORD HAVEN,
 RH0030'IN THE SE CORNER OF ST JOSEPH ISLAND.  IT IS ABOUT 50 FEET W OF
 RH0030'THE EXTREME POINT AND 30 FEET N OF THE SHORE OF POTAGANNISSING BAY.
 RH0030'IT IS IN A CEDAR GROVE, MANY CEDARS BEING CUT TO ESTABLISH LINES OF
 RH0030'SIGHT.  MANY LARGE ROCKS AND CONSIDERABLE POISON IVY ARE NEAR THE
 RH0030'STATION.  IT IS 23.43 FEET E OF REFERENCE MONUMENT 7.
 RH0030'
 RH0030'STATION MRK IS A STANDARD BRONZE U S L S DISK WITH A CROSS IN THE
 RH0030'CENTER AND---230---STAMPED ON IT SET IN THE TOP OF A CYLINDER OF
 RH0030'CONCRETE INSIDE A 6-INCH STOVE PIPE.  IT PROJECTS ABOUT A FOOT ABOVE
 RH0030'THE SURFACE AND IS SET IN ROCK AND GRAVEL.  THE USUAL SURFACE MARK
 RH0030'OF THE U S LAKE SURVEY, A DRILL HOLE IN STONE, IS BURIED UNDERGROUND.
 RH0030
 RH0030                          STATION RECOVERY (1958)
 RH0030
 RH0030'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RH0030'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RH0029 ***********************************************************************
 RH0029  DESIGNATION -  232 USLS 1894
 RH0029  PID         -  RH0029
 RH0029  STATE/COUNTY-  ON/ALGOMA
 RH0029  COUNTRY     -  CANADA
 RH0029  NTS MAPSHEET-  JOSEPH ISLAND (2020)
 RH0029
 RH0029                         *CURRENT SURVEY CONTROL
 RH0029  ______________________________________________________________________
 RH0029* NAD 83(1986) POSITION- 46 07 32.56984(N) 083 47 49.63090(W)   ADJUSTED
 RH0029* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RH0029  ______________________________________________________________________
 RH0029  GEOID HEIGHT    -        -37.305 (meters)                     EGM08
 RH0029  HORZ ORDER      -  THIRD
 RH0029
 RH0029.The positional and height information provided upon this datasheet are not
 RH0029.officially recognized by the Government of Canada, provincial governments
 RH0029.within Canada, nor are they intended to replace or substitute for them.
 RH0029.The intent of sharing this data is to allow access to positions or heights
 RH0029.recognized by the United States Government. Passive control that is used by
 RH0029.both nations may share the same or similar designations or descriptions but
 RH0029.do not share official positions or heights. The 'Station Description' may
 RH0029.originate from a Canadian 'Station Report' and if so contains information
 RH0029.licensed under the 'Open Government License - Canada'.
 RH0029
 RH0029.The horizontal coordinates were established by classical geodetic methods
 RH0029.and adjusted by the National Geodetic Survey in July 1986.
 RH0029
 RH0029.The orthometric height was scaled from a topographic map.
 RH0029
 RH0029.Significant digits in the geoid height do not necessarily reflect accuracy.
 RH0029
 RH0029.Click photographs - Photos may exist for this station.
 RH0029
 RH0029. The following values were computed from the NAD 83(1986) position.
 RH0029
 RH0029;                    North         East     Units Scale Factor Converg.
 RH0029;UTM  17      - 5,111,819.152   283,906.854   MT  1.00017407   -2 01 01.6
 RH0029
 RH0029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0029!UTM  17      -   0.99997826  x   1.00017407  =   1.00015232
 RH0029
 RH0029:                Primary Azimuth Mark                     Grid Az
 RH0029:UTM  17      -  238                                      086 40 22.1
 RH0029
 RH0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM8390611819(NAD 83)
 RH0029
 RH0029|---------------------------------------------------------------------|
 RH0029| PID    Reference Object                     Distance      Geod. Az  |
 RH0029|                                                           dddmmss.s |
 RH0029| RH0027 238                                 APPROX. 1.6 KM 0843920.5 |
 RH0029|---------------------------------------------------------------------|
 RH0029
 RH0029                          SUPERSEDED SURVEY CONTROL
 RH0029
 RH0029  NAD 27      -  46 07 32.50000(N)    083 47 49.59700(W) AD(       ) 3
 RH0029  USSD        -  46 07 33.24000(N)    083 47 48.78000(W) AD(       ) 3
 RH0029
 RH0029.Superseded values are not recommended for survey control.
 RH0029
 RH0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0029.See file dsdata.pdf to determine how the superseded data were derived.
 RH0029
 RH0029_MARKER: DH = HORIZONTAL CONTROL DISK
 RH0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RH0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RH0029+STABILITY: SURFACE MOTION
 RH0029
 RH0029  HISTORY     - Date     Condition        Report By
 RH0029  HISTORY     - 1894     MONUMENTED       USLS
 RH0029  HISTORY     - 1958     GOOD             IBC
 RH0029
 RH0029                          STATION DESCRIPTION
 RH0029
 RH0029'DESCRIBED BY US LAKE SURVEY 1894
 RH0029'ON SALT ISLAND, BETWEEN WORSLEY BAY AND NORTH CHANNEL OF LAKE HURON.
 RH0029'ON A HIGH KNOLL NEAR THE SW CORNER OF THE ISLAND, 35 FEET FROM THE
 RH0029'W SHORE, AND 60 FEET FROM THE S SHORE.
 RH0029'
 RH0029'STATION MARK IS A DRILL HOLE IN ROCK UNDERGROUND.  A STANDARD
 RH0029'U S L S DISK WITH CROSS AND---232---STAMPED ON IT, IN A 6-INCH
 RH0029'CONCRETE CYLINDER, IS OVER THE STATION WITH ITS TOP 10 INCHES ABOVE
 RH0029'GROUND IN A CAIRN.
 RH0029
 RH0029                          STATION RECOVERY (1958)
 RH0029
 RH0029'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RH0029'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0811 ***********************************************************************
 RJ0811  DESIGNATION -  24 USLS
 RJ0811  PID         -  RJ0811
 RJ0811  STATE/COUNTY-  ON/ALGOMA
 RJ0811  COUNTRY     -  CANADA
 RJ0811  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ0811
 RJ0811                         *CURRENT SURVEY CONTROL
 RJ0811  ______________________________________________________________________
 RJ0811* NAD 83(1986) POSITION- 46 31 20.21131(N) 084 14 22.95408(W)   ADJUSTED
 RJ0811* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0811  ______________________________________________________________________
 RJ0811  GEOID HEIGHT    -        -37.209 (meters)                     EGM08
 RJ0811  HORZ ORDER      -  THIRD
 RJ0811
 RJ0811.The positional and height information provided upon this datasheet are not
 RJ0811.officially recognized by the Government of Canada, provincial governments
 RJ0811.within Canada, nor are they intended to replace or substitute for them.
 RJ0811.The intent of sharing this data is to allow access to positions or heights
 RJ0811.recognized by the United States Government. Passive control that is used by
 RJ0811.both nations may share the same or similar designations or descriptions but
 RJ0811.do not share official positions or heights. The 'Station Description' may
 RJ0811.originate from a Canadian 'Station Report' and if so contains information
 RJ0811.licensed under the 'Open Government License - Canada'.
 RJ0811
 RJ0811.The horizontal coordinates were established by classical geodetic methods
 RJ0811.and adjusted by the National Geodetic Survey in July 1986.
 RJ0811
 RJ0811.The orthometric height was scaled from a topographic map.
 RJ0811
 RJ0811.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0811
 RJ0811.Click photographs - Photos may exist for this station.
 RJ0811
 RJ0811. The following values were computed from the NAD 83(1986) position.
 RJ0811
 RJ0811;                    North         East     Units Scale Factor Converg.
 RJ0811;UTM  16      - 5,155,781.122   711,711.515   MT  1.00015098   +2 00 13.4
 RJ0811
 RJ0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0811!UTM  16      -   0.99997824  x   1.00015098  =   1.00012922
 RJ0811
 RJ0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1171155781(NAD 83)
 RJ0811
 RJ0811                          SUPERSEDED SURVEY CONTROL
 RJ0811
 RJ0811  NAD 27      -  46 31 20.13000(N)    084 14 22.82100(W) AD(       ) 3
 RJ0811  USSD        -  46 31 20.87000(N)    084 14 22.03000(W) AD(       ) 3
 RJ0811
 RJ0811.Superseded values are not recommended for survey control.
 RJ0811
 RJ0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0811.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0811
 RJ0811_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0811_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ0811+WITH SETTING: PAVEMENT
 RJ0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0811+STABILITY: SURFACE MOTION
 RJ0811
 RJ0811  HISTORY     - Date     Condition        Report By
 RJ0811  HISTORY     - 1895     MONUMENTED       USLS
 RJ0811  HISTORY     - 1958     GOOD             IBC
 RJ0811
 RJ0811                          STATION DESCRIPTION
 RJ0811
 RJ0811'DESCRIBED BY US LAKE SURVEY 1895
 RJ0811'ON PARTRIDGE POINT, 3/4 MILE SSW OF A GROUP OF SUMMER COTTAGES
 RJ0811'CALLED RANKIN, ABOUT 5 FT ABOVE AND 215 FEET NW OF HIGHWATER MARK
 RJ0811'AT END OF POINT.  IT IS ON S SIDE OF OLD ROAD LEADING TO RIVER, 3
 RJ0811'FEET SW OF NEAREST TRACK, 173.60 FEET FROM STATION PARTRIDGE 1943,
 RJ0811'N 41 DEG 46 MIN W.
 RJ0811'
 RJ0811'STATION MARK IS A STANDARD I B C BRONZE - DISK STATION MARK SET
 RJ0811'IN A CYLINDER OF CONCRETE, 7 INCHES IN DIAMETER AND 20 INCHES LONG,
 RJ0811'SET IN 1943 OVER ORIGINAL UNDERGROUND MARK, AND PROJECTING 3 INCHES
 RJ0811'ABOVE GROUND.  FOUND IN 1958 IN CENTER OF 3 FT CIRCLE OF FLAT RED
 RJ0811'ROCK SET IN CEMENT.  SUBSURFACE MARK IS A 3/4 DRILL(INCH) HOLE IN
 RJ0811'FLAT LIMESTONE, 11 BY 14 INCHES AND 27 INCHES UNDERGROUND.  IT
 RJ0811'WAS ESTABLISHED SOMETIME AFTER 1878.  DATE ESTABLISHMENT IS A GUESS.
 RJ0811
 RJ0811                          STATION RECOVERY (1958)
 RJ0811
 RJ0811'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0811'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 ND0169 ***********************************************************************
 ND0169  DESIGNATION -  24U2730
 ND0169  PID         -  ND0169
 ND0169  STATE/COUNTY-  ON/HALDIMAND NORFOLK
 ND0169  COUNTRY     -  CANADA
 ND0169  NTS MAPSHEET-  SIMCOE (2020)
 ND0169
 ND0169                         *CURRENT SURVEY CONTROL
 ND0169  ______________________________________________________________________
 ND0169* NAD 83(1986) POSITION- 42 47 00.     (N) 080 12 05.     (W)   SCALED
 ND0169* NAVD 88 ORTHO HEIGHT -   175.848 (meters)      576.93  (feet) ADJUSTED
 ND0169  ______________________________________________________________________
 ND0169  GEOID HEIGHT    -        -36.413 (meters)                     EGM08
 ND0169  DYNAMIC HEIGHT  -        175.797 (meters)      576.76  (feet) COMP
 ND0169  MODELED GRAVITY -    980,329.1   (mgal)                       NAVD 88
 ND0169
 ND0169  VERT ORDER      -  FIRST     CLASS II
 ND0169
 ND0169.The positional and height information provided upon this datasheet are not
 ND0169.officially recognized by the Government of Canada, provincial governments
 ND0169.within Canada, nor are they intended to replace or substitute for them.
 ND0169.The intent of sharing this data is to allow access to positions or heights
 ND0169.recognized by the United States Government. Passive control that is used by
 ND0169.both nations may share the same or similar designations or descriptions but
 ND0169.do not share official positions or heights. The 'Station Description' may
 ND0169.originate from a Canadian 'Station Report' and if so contains information
 ND0169.licensed under the 'Open Government License - Canada'.
 ND0169
 ND0169.The horizontal coordinates were scaled from a map and have
 ND0169.an estimated accuracy of +/- 6 seconds.
 ND0169
 ND0169.The orthometric height was determined by differential leveling and
 ND0169.adjusted by the NATIONAL GEODETIC SURVEY
 ND0169.in June 1991.
 ND0169
 ND0169.Significant digits in the geoid height do not necessarily reflect accuracy.
 ND0169
 ND0169.Click photographs - Photos may exist for this station.
 ND0169
 ND0169.The dynamic height is computed by dividing the NAVD 88
 ND0169.geopotential number by the normal gravity value computed on the
 ND0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0169.degrees latitude (g = 980.6199 gals.).
 ND0169
 ND0169.The modeled gravity was interpolated from observed gravity values.
 ND0169
 ND0169
 ND0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNH653370(NAD 83)
 ND0169
 ND0169                          SUPERSEDED SURVEY CONTROL
 ND0169
 ND0169.No superseded survey control is available for this station.
 ND0169
 ND0169_MARKER: DD = SURVEY DISK
 ND0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ND0169_STAMPING: MMDCCXXX
 ND0169_MARK LOGO: GSC
 ND0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ND0169+STABILITY: SURFACE MOTION
 ND0169
 ND0169  HISTORY     - Date     Condition        Report By
 ND0169  HISTORY     - 1924     MONUMENTED       GSC
 ND0169  HISTORY     - 1980     GOOD             NOSOMA
 ND0169
 ND0169                          STATION DESCRIPTION
 ND0169
 ND0169'DESCRIBED BY NOS OCEANOG + MARINE 1980
 ND0169'IN PORT DOVER.
 ND0169'THIS BENCH MARK IS AT THE WATER LEVEL MONITORING STATION IN PORT
 ND0169'DOVER, ONTARIO, CANADA.  HEIGHT ABOVE NAVD88 IS AVAILABLE FROM
 ND0169'GEODETIC SURVEY OF CANADA.  HEIGHT ABOVE IGLD80 IS AVAILABLE FROM THE
 ND0169'CANADIAN HYDROGRAPHIC SERVICE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NE0930 ***********************************************************************
 NE0930  DESIGNATION -  24U3270
 NE0930  PID         -  NE0930
 NE0930  STATE/COUNTY-  ON/LAMBTON
 NE0930  COUNTRY     -  CANADA
 NE0930  NTS MAPSHEET-  PORT LAMBTON (2020)
 NE0930
 NE0930                         *CURRENT SURVEY CONTROL
 NE0930  ______________________________________________________________________
 NE0930* NAD 83(1986) POSITION- 42 39 51.6    (N) 082 30 22.8    (W)   HD_HELD2
 NE0930* NAVD 88 ORTHO HEIGHT -   177.702 (meters)      583.01  (feet) ADJUSTED
 NE0930  ______________________________________________________________________
 NE0930  GEOID HEIGHT    -        -35.481 (meters)                     EGM08
 NE0930  DYNAMIC HEIGHT  -        177.652 (meters)      582.85  (feet) COMP
 NE0930  MODELED GRAVITY -    980,341.3   (mgal)                       NAVD 88
 NE0930
 NE0930  VERT ORDER      -  FIRST     CLASS II
 NE0930
 NE0930.The positional and height information provided upon this datasheet are not
 NE0930.officially recognized by the Government of Canada, provincial governments
 NE0930.within Canada, nor are they intended to replace or substitute for them.
 NE0930.The intent of sharing this data is to allow access to positions or heights
 NE0930.recognized by the United States Government. Passive control that is used by
 NE0930.both nations may share the same or similar designations or descriptions but
 NE0930.do not share official positions or heights. The 'Station Description' may
 NE0930.originate from a Canadian 'Station Report' and if so contains information
 NE0930.licensed under the 'Open Government License - Canada'.
 NE0930
 NE0930.The horizontal coordinates were established by autonomous hand held GPS
 NE0930.observations and have an estimated accuracy of +/- 10 meters.
 NE0930
 NE0930.The orthometric height was determined by differential leveling and
 NE0930.adjusted by the NATIONAL GEODETIC SURVEY
 NE0930.in June 1991.
 NE0930
 NE0930.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0930
 NE0930.Click photographs - Photos may exist for this station.
 NE0930
 NE0930.The dynamic height is computed by dividing the NAVD 88
 NE0930.geopotential number by the normal gravity value computed on the
 NE0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0930.degrees latitude (g = 980.6199 gals.).
 NE0930
 NE0930.The modeled gravity was interpolated from observed gravity values.
 NE0930
 NE0930
 NE0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7655324640(NAD 83)
 NE0930
 NE0930                          SUPERSEDED SURVEY CONTROL
 NE0930
 NE0930  NGVD 29 (11/26/84)  177.827  (m)          583.42   (f) ADJUSTED    1 2
 NE0930
 NE0930.Superseded values are not recommended for survey control.
 NE0930
 NE0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0930.See file dsdata.pdf to determine how the superseded data were derived.
 NE0930
 NE0930_MARKER: Z = SEE DESCRIPTION
 NE0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0930_MARK LOGO: WTRCAN
 NE0930_PROJECTION: PROJECTING 30 CENTIMETERS
 NE0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0930+STABILITY: SURFACE MOTION
 NE0930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0930+SATELLITE: SATELLITE OBSERVATIONS - 1924
 NE0930
 NE0930  HISTORY     - Date     Condition        Report By
 NE0930  HISTORY     - UNK      MONUMENTED       GSC
 NE0930  HISTORY     - 1924     GOOD             GSC
 NE0930  HISTORY     - 1980     GOOD             NGS
 NE0930
 NE0930                          STATION DESCRIPTION
 NE0930
 NE0930'DESCRIBED BY GEODETIC SURVEY OF CANADA 1924 (UNK)
 NE0930'RECOVERED IN GOOD CONDITION.
 NE0930
 NE0930                          STATION RECOVERY (1980)
 NE0930
 NE0930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0930'IN PORT LAMBTON.
 NE0930'IN PORT LAMBTON, 0.8 KILOMETER (0.5 MILE) NORTH ALONG RIVER DRIVE
 NE0930'FROM THE CANADIAN CUSTOMS BUILDING ON THE NORTHWEST CORNER OF THE
 NE0930'PROPERTY OF HOUSE NUMBER 91 , BEING A BRASS SCREW ON SOUTH FACE OF
 NE0930'A 2 FOOT HIGH CONCRETE MONUMENT, 11.25 METERS (36.9 FEET) WESTNORTHWES
 NE0930'OF THE NORTHWEST CORNER OF HOUSE NUMBER 91, 6.41 METERS (21.0 FEET)
 NE0930'EAST OF THE CENTER LINE OF RIVER DRIVE NORTH, AND 0.8 METERS (2.65
 NE0930'FEET) SOUTH OF THE SOUTHWEST CORNER OF A 6 FOOT HIGH CHAIN LINK FENCE.
 NE0930'THE MARK IS 0.3 M ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0808 ***********************************************************************
 RJ0808  DESIGNATION -  26 USLS
 RJ0808  PID         -  RJ0808
 RJ0808  STATE/COUNTY-  ON/ALGOMA
 RJ0808  COUNTRY     -  CANADA
 RJ0808  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ0808
 RJ0808                         *CURRENT SURVEY CONTROL
 RJ0808  ______________________________________________________________________
 RJ0808* NAD 83(1986) POSITION- 46 31 54.89385(N) 084 14 04.58959(W)   ADJUSTED
 RJ0808* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0808  ______________________________________________________________________
 RJ0808  GEOID HEIGHT    -        -37.213 (meters)                     EGM08
 RJ0808  HORZ ORDER      -  THIRD
 RJ0808
 RJ0808.The positional and height information provided upon this datasheet are not
 RJ0808.officially recognized by the Government of Canada, provincial governments
 RJ0808.within Canada, nor are they intended to replace or substitute for them.
 RJ0808.The intent of sharing this data is to allow access to positions or heights
 RJ0808.recognized by the United States Government. Passive control that is used by
 RJ0808.both nations may share the same or similar designations or descriptions but
 RJ0808.do not share official positions or heights. The 'Station Description' may
 RJ0808.originate from a Canadian 'Station Report' and if so contains information
 RJ0808.licensed under the 'Open Government License - Canada'.
 RJ0808
 RJ0808.The horizontal coordinates were established by classical geodetic methods
 RJ0808.and adjusted by the National Geodetic Survey in July 1986.
 RJ0808
 RJ0808.The orthometric height was scaled from a topographic map.
 RJ0808
 RJ0808.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0808
 RJ0808.Click photographs - Photos may exist for this station.
 RJ0808
 RJ0808. The following values were computed from the NAD 83(1986) position.
 RJ0808
 RJ0808;                    North         East     Units Scale Factor Converg.
 RJ0808;UTM  16      - 5,156,865.264   712,065.237   MT  1.00015282   +2 00 27.9
 RJ0808
 RJ0808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0808!UTM  16      -   0.99997824  x   1.00015282  =   1.00013106
 RJ0808
 RJ0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1206556865(NAD 83)
 RJ0808
 RJ0808                          SUPERSEDED SURVEY CONTROL
 RJ0808
 RJ0808  NAD 27      -  46 31 54.80900(N)    084 14 04.45600(W) AD(       ) 3
 RJ0808  USSD        -  46 31 55.55000(N)    084 14 03.65000(W) AD(       ) 3
 RJ0808
 RJ0808.Superseded values are not recommended for survey control.
 RJ0808
 RJ0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0808.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0808
 RJ0808_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0808_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ0808+WITH SETTING: PAVEMENT
 RJ0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0808+STABILITY: SURFACE MOTION
 RJ0808
 RJ0808  HISTORY     - Date     Condition        Report By
 RJ0808  HISTORY     - 1895     MONUMENTED       USLS
 RJ0808
 RJ0808                          STATION DESCRIPTION
 RJ0808
 RJ0808'DESCRIBED BY US LAKE SURVEY 1895
 RJ0808'IN RANKIN SETTLEMENT, 1-1/2 MILES W OF LITTLE LAKE GEORGE.  IT IS
 RJ0808'IN YARD BETWEEN HOUSES, 12 FEET SW OF CENTER LINE OF MAIN ROAD
 RJ0808'LEADING INTO RANKIN, 150 FEET BACK FROM RIVER, AND 5 FEET ABOVE
 RJ0808'WATER.  IT IS 33.2 FEET N OF N CORNER OF HOUSE, 33.3 FT N OF N
 RJ0808'CORNER OF HOUSE, 13.6 FEET NNW OF CORNER OF FLOWING - WELL HOUSE,
 RJ0808'33.3 FEET SSW OF S CORNER OF HOUSE AND 113.16 FEET FROM STATION
 RJ0808'RANKINS, N 02 DEG 25 MIN W.
 RJ0808'
 RJ0808'STATION MARK IS A STANDARD I B C BRONZE - DISK STATION MARK SET
 RJ0808'IN A CYLINDER, 7 INCHES IN DIAMETER AND 20 INCHES LONG, AND WAS SET
 RJ0808'IN 1943 OVER ORIGINAL UNDERGROUND MARK WITH THE TOP 2 INCHES BELOW
 RJ0808'SURFACE OF GROUND.  SUBSURFACE MARK IS A 1/2 INCH DRILL HOLE IN A
 RJ0808'7-BY-12-INCH LIMESTONE 2-1/2 FEET UNDERGROUND, INSCRIBED BY TRIANGLE
 RJ0808'FOLLOWED BY---XXVI---CUT IN SURFACE.  DATE OF ESTABLISHMENT IS
 RJ0808'A GUESS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RH0017 ***********************************************************************
 RH0017  DESIGNATION -  262 USLS 1896
 RH0017  PID         -  RH0017
 RH0017  STATE/COUNTY-  ON/ALGOMA
 RH0017  COUNTRY     -  CANADA
 RH0017  NTS MAPSHEET-  JOSEPH ISLAND (2020)
 RH0017
 RH0017                         *CURRENT SURVEY CONTROL
 RH0017  ______________________________________________________________________
 RH0017* NAD 83(1986) POSITION- 46 09 44.66126(N) 083 37 12.84791(W)   ADJUSTED
 RH0017* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RH0017  ______________________________________________________________________
 RH0017  GEOID HEIGHT    -        -37.457 (meters)                     EGM08
 RH0017  HORZ ORDER      -  THIRD
 RH0017
 RH0017.The positional and height information provided upon this datasheet are not
 RH0017.officially recognized by the Government of Canada, provincial governments
 RH0017.within Canada, nor are they intended to replace or substitute for them.
 RH0017.The intent of sharing this data is to allow access to positions or heights
 RH0017.recognized by the United States Government. Passive control that is used by
 RH0017.both nations may share the same or similar designations or descriptions but
 RH0017.do not share official positions or heights. The 'Station Description' may
 RH0017.originate from a Canadian 'Station Report' and if so contains information
 RH0017.licensed under the 'Open Government License - Canada'.
 RH0017
 RH0017.The horizontal coordinates were established by classical geodetic methods
 RH0017.and adjusted by the National Geodetic Survey in July 1986.
 RH0017
 RH0017.The orthometric height was scaled from a topographic map.
 RH0017
 RH0017.Significant digits in the geoid height do not necessarily reflect accuracy.
 RH0017
 RH0017.Click photographs - Photos may exist for this station.
 RH0017
 RH0017. The following values were computed from the NAD 83(1986) position.
 RH0017
 RH0017;                    North         East     Units Scale Factor Converg.
 RH0017;UTM  17      - 5,115,429.794   297,706.295   MT  1.00010308   -1 53 26.3
 RH0017
 RH0017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0017!UTM  17      -   0.99997828  x   1.00010308  =   1.00008136
 RH0017
 RH0017:                Primary Azimuth Mark                     Grid Az
 RH0017:UTM  17      -  POE                                      191 18 40.8
 RH0017
 RH0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM9770615429(NAD 83)
 RH0017
 RH0017|---------------------------------------------------------------------|
 RH0017| PID    Reference Object                     Distance      Geod. Az  |
 RH0017|                                                           dddmmss.s |
 RH0017| RH0016 SULPHUR ISLAND LH                   APPROX. 2.2 KM 1542808.3 |
 RH0017| RH0021 POE                                 APPROX. 6.6 KM 1892514.5 |
 RH0017|---------------------------------------------------------------------|
 RH0017
 RH0017                          SUPERSEDED SURVEY CONTROL
 RH0017
 RH0017  NAD 27      -  46 09 44.58800(N)    083 37 12.81400(W) AD(       ) 3
 RH0017  USSD        -  46 09 45.36000(N)    083 37 12.02000(W) AD(       ) 3
 RH0017
 RH0017.Superseded values are not recommended for survey control.
 RH0017
 RH0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0017.See file dsdata.pdf to determine how the superseded data were derived.
 RH0017
 RH0017_MARKER: DH = HORIZONTAL CONTROL DISK
 RH0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RH0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RH0017+STABILITY: SURFACE MOTION
 RH0017
 RH0017  HISTORY     - Date     Condition        Report By
 RH0017  HISTORY     - 1896     MONUMENTED       USLS
 RH0017  HISTORY     - 1944     GOOD             IBC
 RH0017
 RH0017                          STATION DESCRIPTION
 RH0017
 RH0017'DESCRIBED BY US LAKE SURVEY 1896
 RH0017'IN THE WEST CENTRAL PART OF GULL ISLAND IN THE W PART OF THE NORTH
 RH0017'CHANNEL OF LAKE HURON.  IT IS W OF (OUTSIDE) THE MAIN TREE LINE,
 RH0017'AMONG SCATTERED TREES AND BUSHES, ON THE HIGHEST POINT ON THE W SIDE
 RH0017'OF THE ISLAND.  IT IS 20 FEET ABOVE THE WATER, 100 FEET TO THE
 RH0017'WATER S OF STATION, AND 150 FEET TO THE POINT OF ISLAND W OF
 RH0017'STATION.
 RH0017'
 RH0017'STATION MARK IS A DRILL HOLE IN A ROCK UNDERGROUND.  A STANDARD
 RH0017'U S L S DISK WITH A CROSS AND---262---STAMPED ON IT IS SET IN A
 RH0017'6-INCH CONCRETE CYLINDER OVER THE STATION, PROJECTING 1 FOOT ABOVE
 RH0017'THE SURFACE, AND IS IN A CAIRN.
 RH0017
 RH0017                          STATION RECOVERY (1944)
 RH0017
 RH0017'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RH0017'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 PH2293 ***********************************************************************
 PH2293  DESIGNATION -  27 1872 USLS
 PH2293  PID         -  PH2293
 PH2293  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 PH2293  COUNTRY     -  CANADA
 PH2293  NTS MAPSHEET-  CORNWALL (2020)
 PH2293
 PH2293                         *CURRENT SURVEY CONTROL
 PH2293  ______________________________________________________________________
 PH2293* NAD 83(1996) POSITION- 45 01 01.02940(N) 074 50 55.35299(W)   ADJUSTED
 PH2293* NAVD 88 ORTHO HEIGHT -    76.    (meters)      249.    (feet) SCALED
 PH2293  ______________________________________________________________________
 PH2293  GEOID HEIGHT    -        -31.632 (meters)                     EGM08
 PH2293  HORZ ORDER      -  THIRD
 PH2293
 PH2293.The positional and height information provided upon this datasheet are not
 PH2293.officially recognized by the Government of Canada, provincial governments
 PH2293.within Canada, nor are they intended to replace or substitute for them.
 PH2293.The intent of sharing this data is to allow access to positions or heights
 PH2293.recognized by the United States Government. Passive control that is used by
 PH2293.both nations may share the same or similar designations or descriptions but
 PH2293.do not share official positions or heights. The 'Station Description' may
 PH2293.originate from a Canadian 'Station Report' and if so contains information
 PH2293.licensed under the 'Open Government License - Canada'.
 PH2293
 PH2293.The horizontal coordinates were established by classical geodetic methods
 PH2293.and adjusted by the National Geodetic Survey in January 1999.
 PH2293
 PH2293.The orthometric height was scaled from a topographic map.
 PH2293
 PH2293.Significant digits in the geoid height do not necessarily reflect accuracy.
 PH2293
 PH2293.Click photographs - Photos may exist for this station.
 PH2293
 PH2293. The following values were computed from the NAD 83(1996) position.
 PH2293
 PH2293;                    North         East     Units Scale Factor Converg.
 PH2293;UTM  18      - 4,984,844.755   511,920.515   MT  0.99960175   +0 06 25.2
 PH2293
 PH2293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2293!UTM  18      -   0.99999306  x   0.99960175  =   0.99959481
 PH2293
 PH2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1192084844(NAD 83)
 PH2293
 PH2293                          SUPERSEDED SURVEY CONTROL
 PH2293
 PH2293  NAD 83(1986)-  45 01 01.02855(N)    074 50 55.36433(W) AD(       ) 3
 PH2293  NAD 27      -  45 01 00.83700(N)    074 50 56.73300(W) AD(       ) 3
 PH2293  USSD        -  45 01 01.24000(N)    074 50 56.80000(W) AD(       ) 3
 PH2293
 PH2293.Superseded values are not recommended for survey control.
 PH2293
 PH2293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2293.See file dsdata.pdf to determine how the superseded data were derived.
 PH2293
 PH2293_MARKER: H = DRILL HOLE
 PH2293_SETTING: 80 = SET IN A BOULDER
 PH2293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH2293+STABILITY: SURFACE MOTION
 PH2293
 PH2293  HISTORY     - Date     Condition        Report By
 PH2293  HISTORY     - 1872     MONUMENTED       USLS
 PH2293  HISTORY     - 1959     GOOD             IBC
 PH2293
 PH2293                          STATION DESCRIPTION
 PH2293
 PH2293'DESCRIBED BY US LAKE SURVEY 1872
 PH2293'NEAR THE CENTER OF SHEEK ISLAND.  IT IS ON TOP OF A RISE IN A
 PH2293'BOULDER - STREWN PASTURE.  115 FEET N OF THE N SIDE OF A WOODS, 47.4
 PH2293'FEET NW OF A 3/4 - INCH DRILL HOLE IN A 3 - BY 4 - BY 2-1/2 - FOOT
 PH2293'HIGH BOULDER, AND 54.5 FEET E OF A METAL TABLET SET IN A 5 - BY 6 - BY
 PH2293'1-1/2 FOOT HIGH BOULDER THE NAME---U.S. LAKE SURVEY---AND AN ARROW
 PH2293'WHICH POINTS TO THE STATION.  THE STATION MARK IS THE 3/8 INCH CENTER
 PH2293'HOLE OF A TRIANGLE CUT IN A FIELD STONE SET 1-1/2 FEET BELOW THE
 PH2293'GROUND.  THE SURFACE MARK IS THE 3/8 INCH CENTER HOLE OF A TRIANGLE
 PH2293'CUT IN A 4 - BY 4 - BY 16 - INCH LONG STONE CENTERED OVER THE STATION
 PH2293'FLUSH WITH THE GROUND.
 PH2293
 PH2293                          STATION RECOVERY (1959)
 PH2293
 PH2293'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PH2293'STATION RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TB0990 ***********************************************************************
 TB0990  DESIGNATION -  28 E
 TB0990  PID         -  TB0990
 TB0990  STATE/COUNTY-  ON/RAINY RIVER
 TB0990  COUNTRY     -  CANADA
 TB0990  NTS MAPSHEET-  EMO (2020)
 TB0990
 TB0990                         *CURRENT SURVEY CONTROL
 TB0990  ______________________________________________________________________
 TB0990* NAD 83(1996) POSITION- 48 36 50.07797(N) 093 31 17.81462(W)   ADJUSTED
 TB0990* NAVD 88 ORTHO HEIGHT -   351.    (meters)     1152.    (feet) SCALED
 TB0990  ______________________________________________________________________
 TB0990  GEOID HEIGHT    -        -30.504 (meters)                     EGM08
 TB0990  HORZ ORDER      -  SECOND
 TB0990
 TB0990.The positional and height information provided upon this datasheet are not
 TB0990.officially recognized by the Government of Canada, provincial governments
 TB0990.within Canada, nor are they intended to replace or substitute for them.
 TB0990.The intent of sharing this data is to allow access to positions or heights
 TB0990.recognized by the United States Government. Passive control that is used by
 TB0990.both nations may share the same or similar designations or descriptions but
 TB0990.do not share official positions or heights. The 'Station Description' may
 TB0990.originate from a Canadian 'Station Report' and if so contains information
 TB0990.licensed under the 'Open Government License - Canada'.
 TB0990
 TB0990.The horizontal coordinates were established by classical geodetic methods
 TB0990.and adjusted by the National Geodetic Survey in March 1999.
 TB0990
 TB0990.The orthometric height was scaled from a topographic map.
 TB0990
 TB0990.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB0990
 TB0990.Click photographs - Photos may exist for this station.
 TB0990
 TB0990. The following values were computed from the NAD 83(1996) position.
 TB0990
 TB0990;                    North         East     Units Scale Factor Converg.
 TB0990;UTM  15      - 5,384,668.796   461,553.798   MT  0.99961816   -0 23 28.9
 TB0990
 TB0990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TB0990!UTM  15      -   0.99994971  x   0.99961816  =   0.99956789
 TB0990
 TB0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP6155384668(NAD 83)
 TB0990
 TB0990                          SUPERSEDED SURVEY CONTROL
 TB0990
 TB0990  NAD 83(1986)-  48 36 50.06558(N)    093 31 17.82865(W) AD(       ) 2
 TB0990  NAD 27      -  48 36 50.26747(N)    093 31 17.28788(W) AD(       ) 2
 TB0990
 TB0990.Superseded values are not recommended for survey control.
 TB0990
 TB0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0990.See file dsdata.pdf to determine how the superseded data were derived.
 TB0990
 TB0990_MARKER: DD = SURVEY DISK
 TB0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TB0990
 TB0990  HISTORY     - Date     Condition        Report By
 TB0990  HISTORY     - 1967     MONUMENTED       GSC
 TB0990
 TB0990                          STATION DESCRIPTION
 TB0990
 TB0990'DESCRIBED BY GEODETIC SURVEY OF CANADA 1967
 TB0990'STATION ST FRANCES WEST BASE IS LOCATED ABOUT 6 MILES WEST OF FORT
 TB0990'FRANCES, 6 MILES WEST OF INTERNATIONAL FALLS, MINNESOTA, U.S.A.,
 TB0990'1-1/4 MILES SOUTHEAST OF CROZIER, ON THE SOUTHWEST SIDE OF THE KINGS
 TB0990'HIGHWAYS 11 AND 71 AND ON THE NORTH RIGHT-OF-WAY OF RAILROAD ON
 TB0990'PROPERTY OF THE CANADIAN NATIONAL RAILWAY.
 TB0990'
 TB0990'TO REACH STATION ST FRANCES WEST BASE FROM THE JUNCTION OF THE KINGS
 TB0990'HIGHWAYS 11 AND 71 IN FORT FRANCES, GO NORTHWEST, THENCE WEST ON THE
 TB0990'KINGS HIGHWAYS 11 AND 71 FOR 1.8 MILES TO THE WALLEYE TRAILER PARK
 TB0990'ON LEFT, CONTINUE WEST ON THE KINGS HIGHWAYS 11 AND 71 FOR 3.9 MILES
 TB0990'TO THE JUNCTION OF HIGHWAY 611 ON LEFT, CONTINUE WEST AND
 TB0990'NORTHWEST ON THE KINGS HIGHWAYS 11 AND 71 FOR 0.3 MILE TO RAILROAD
 TB0990'CROSSING AND THE STATION ON LEFT AS DESCRIBED.
 TB0990'
 TB0990'BENCH MARK, STAMPED BM 28 E GSC, IS A 1 INCH ROUND BRONZE DISK
 TB0990'SET VERTICALLY ON THE NORTH FACE OF A 12 INCH SQUARE CONCRETE POST
 TB0990'WHICH PROJECTS ABOUT 15 INCHES.  IT IS 42.6 FEET SOUTH OF THE SOUTH
 TB0990'RAIL OF RAILROAD TRACK, 38 FEET EAST-SOUTHEAST OF A TELEPHONE LINE
 TB0990'POLE NUMBER 6 AND 2.3 FEET NORTH OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TY5345 ***********************************************************************
 TY5345  DESIGNATION -  2877
 TY5345  PID         -  TY5345
 TY5345  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 TY5345  COUNTRY     -  CANADA
 TY5345  NTS MAPSHEET-  CORNWALL (2020)
 TY5345
 TY5345                         *CURRENT SURVEY CONTROL
 TY5345  ______________________________________________________________________
 TY5345* NAD 83(1986) POSITION- 45 00 49.45   (N) 074 47 27.35   (W)   HD_HELD1
 TY5345* NAVD 88 ORTHO HEIGHT -    62.198 (meters)      204.06  (feet) ADJUSTED
 TY5345  ______________________________________________________________________
 TY5345  GEOID HEIGHT    -        -31.521 (meters)                     EGM08
 TY5345  DYNAMIC HEIGHT  -         62.197 (meters)      204.06  (feet) COMP
 TY5345  MODELED GRAVITY -    980,599.3   (mgal)                       NAVD 88
 TY5345
 TY5345  VERT ORDER      -  FIRST     CLASS II
 TY5345
 TY5345.The positional and height information provided upon this datasheet are not
 TY5345.officially recognized by the Government of Canada, provincial governments
 TY5345.within Canada, nor are they intended to replace or substitute for them.
 TY5345.The intent of sharing this data is to allow access to positions or heights
 TY5345.recognized by the United States Government. Passive control that is used by
 TY5345.both nations may share the same or similar designations or descriptions but
 TY5345.do not share official positions or heights. The 'Station Description' may
 TY5345.originate from a Canadian 'Station Report' and if so contains information
 TY5345.licensed under the 'Open Government License - Canada'.
 TY5345
 TY5345.The horizontal coordinates were determined by differentially corrected
 TY5345.hand held GPS observations or other comparable positioning techniques
 TY5345.and have an estimated accuracy of +/- 3 meters.
 TY5345
 TY5345.The orthometric height was determined by differential leveling and
 TY5345.adjusted by the NATIONAL GEODETIC SURVEY
 TY5345.in March 2024.
 TY5345
 TY5345.Significant digits in the geoid height do not necessarily reflect accuracy.
 TY5345
 TY5345.Click photographs - Photos may exist for this station.
 TY5345
 TY5345.The dynamic height is computed by dividing the NAVD 88
 TY5345.geopotential number by the normal gravity value computed on the
 TY5345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TY5345.degrees latitude (g = 980.6199 gals.).
 TY5345
 TY5345.The modeled gravity was interpolated from observed gravity values.
 TY5345
 TY5345
 TY5345_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1647384497(NAD 83)
 TY5345
 TY5345                          SUPERSEDED SURVEY CONTROL
 TY5345
 TY5345  NAVD 88 (10/14/09)   62.191  (m)          204.04   (f) SUPERSEDED  1 2
 TY5345
 TY5345.Superseded values are not recommended for survey control.
 TY5345
 TY5345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TY5345.See file dsdata.pdf to determine how the superseded data were derived.
 TY5345
 TY5345_MARKER: DB = BENCH MARK DISK
 TY5345_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TY5345_SP_SET: BUILDING
 TY5345_STAMPING: 2877
 TY5345_MARK LOGO: CADNR
 TY5345_MAGNETIC: N = NO MAGNETIC MATERIAL
 TY5345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TY5345+STABILITY: SURFACE MOTION
 TY5345_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TY5345+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2022
 TY5345
 TY5345  HISTORY     - Date     Condition        Report By
 TY5345  HISTORY     - 1958     MONUMENTED       CADNR
 TY5345  HISTORY     - 1983     GOOD             CADNR
 TY5345  HISTORY     - 20081027 GOOD             ONTAPW
 TY5345  HISTORY     - 20220913 GOOD             NGS
 TY5345
 TY5345                          STATION DESCRIPTION
 TY5345
 TY5345'DESCRIBED BY CANADIAN DEPT NAT RES 1983 (UNK)
 TY5345'THE TABLET IS LOCATED ABOUT 96.8 KM (60.2 MI) EAST OF SMITHS FALLS,
 TY5345'89.8 KM (55.8 MI) EAST-NORTHEAST OF BROCKVILLE, 80.7 KM (50.2 MI)
 TY5345'EAST-SOUTHEAST OF OTTAWA, 12.2 KM (7.6 MI) SOUTHEAST OF CORNWALL AND
 TY5345'0.8 KM (0.5 MI) NORTHWEST OF THE SAUNDERS HYDRO DAM VISITOR CENTRE.
 TY5345'
 TY5345'THE TABLET IS LOCATED ALONG A DIVERSION CANAL DYKE SET IN THE EAST END
 TY5345'OF A LARGE CONCRETE RETAINING WALL ON NORTH SIDE OF CANAL.
 TY5345'
 TY5345'THE TABLET IS FOUND 15 CM (6 INCHES) NORTH OF THE SOUTH CORNER OF A
 TY5345'CONCRETE HOUSE, 15 CM (6 INCHES) BELOW ITS DOOR-SILL AND 4.1 M (13.5
 TY5345'FT) NORTH OF THE SOUTHEAST CORNER OF THE RETAINING WALL.
 TY5345
 TY5345                          STATION RECOVERY (2008)
 TY5345
 TY5345'RECOVERY NOTE BY ONTARIO POWER GENERATION 2008
 TY5345'THE STATION IS LOCATED ABOUT 12.4 KM (7.7 MI) NORTHEAST OF MASSENA,
 TY5345'4.9 KM (WEST-SOUTHWEST OF CORNWALL, CANADA AND 0.5 KM (0.3 MI) NORTH
 TY5345'OF THE MOSES-SAUNDERS DAM.
 TY5345'
 TY5345'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 37 AND 131,
 TY5345'GO NORTHERLY ON HIGHWAY 131 (BARNHART ISLE ROAD) FOR 3.6 KM (2.2 MI)
 TY5345'TO THE TUNNEL AT THE EISENHOWER LOCK.  PASS THROUGH THE TUNNEL AND
 TY5345'CONTINUE NORTHERLY FOR 1.45 KM (0.9 MI) TO A CROSSROAD.  CONTINUE
 TY5345'AHEAD FOR 1.1 KM (0.7 MI) TO A    SIDE ROAD RIGHT (BEACH MARINA ROAD).
 TY5345'CONTINUE AHEAD FOR 2.85 KM (1.8 MI) TO THE PASNY SECURITY BUILDING ON
 TY5345'THE RIGHT.  CONTINUE AHEAD FOR 1.15 KM (0.7 MI) TO THE DAM GO
 TY5345'NORTHWEST ON THE DAM FOR 0.95 KM (0.6 MI) TO THE NORTHEAST END OF THE
 TY5345'DAM PROCEED NORTHEAST AND ALONG THE ACCESS ROAD FOR 0.4 KM (0.2 MI) TO
 TY5345'THE SECURITY GATE.  PASS THROUGH THE GATE AND CONTINUE NORTHEAST FOR
 TY5345'0.15 KM (0.1 MI) ALONG THE ROAD AND ACROSS A WATERWAY.  BEAR
 TY5345'WEST-NORTHWEST FOR 0.4 KM (0.2 MI) ALONG THE WATERWAY TO THE STATION
 TY5345'ON THE LEFT.
 TY5345
 TY5345                          STATION RECOVERY (2022)
 TY5345
 TY5345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (JAO)
 TY5345'THE MARK IS LOCATED ABOUT 4.8 KM (3.0 MI) WEST-SOUTHWEST OF THE CITY
 TY5345'HALL IN CORNWALL, ONTARIO, CANADA, 0.5 KM (0.3 MI) NORTH OF THE ROBERT
 TY5345'H. SAUNDERS POWER DAM, ST. LAWRENCE GENERATING STATION, OPERATED BY
 TY5345'ONTARIO POWER GENERATION (OPG).
 TY5345'
 TY5345'CONTACT THE ENGINEERING DEPARTMENT AT 613-932-3072 TO OBTAIN
 TY5345'PERMISSION TO ACCESS THE MARK.
 TY5345'
 TY5345'TO REACH FROM THE INTERSECTION OF SECOND STREET W AND POWER DAM DRIVE
 TY5345'IN CORNWALL, ONTARIO, TRAVEL WEST ON SECOND STREET W FOR 1.00 KM (0.62
 TY5345'MI) TO A PAVED ENTRANCE DRIVE TO THE NORTH INTO A CITY PARK AND
 TY5345'PARKING LOT AREA, PROCEED WEST THROUGH THE PARKING LOT TO A LOCK GATE
 TY5345'AT THE WEST END, PASS THROUGH GATE TRAVELING SOUTH AND THEN WEST ON A
 TY5345'PAVED PATH ROAD FOR 0.40 KM (0.25 MI) TO ANOTHER LOCKED GATE AND THE
 TY5345'JUNCTION OF THE GRAVELED DYKE ROAD.  TURN LEFT, SOUTH FOR 0.08 KM
 TY5345'(0.05 MI) TO THE NORTH SIDE OF THE CORNWALL CANAL AND THE MARK ON THE
 TY5345'RIGHT SET VERTICALLY ON THE EAST FACE AND AT THE SOUTHEAST CORNER OF A
 TY5345'CONCRETE BLOCK BUILDING WHICH IS AT THE EAST END OF THE CONCRETE
 TY5345'RETAINING WALL FOR THE CORNWALL CANAL DIVERSION STRUCTURE, ON THE
 TY5345'SOUTH SIDE OF THE STAIRWELL LEADING UP TO THE BUILDINGS ENTRANCE DOOR.
 TY5345'15 CM (6 INCHES) NORTH OF THE SOUTHEAST CORNER OF BUILDING, 15 CM (6
 TY5345'INCHES) BELOW THE DOOR SILL AND APPROXIMATELY 1.0 M (3.3 FT) ABOVE THE
 TY5345'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DL5268 ***********************************************************************
 DL5268  DESIGNATION -  2896 RESET
 DL5268  PID         -  DL5268
 DL5268  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 DL5268  COUNTRY     -  CANADA
 DL5268  NTS MAPSHEET-  CORNWALL (2020)
 DL5268
 DL5268                         *CURRENT SURVEY CONTROL
 DL5268  ______________________________________________________________________
 DL5268* NAD 83(1986) POSITION- 45 00 30.98   (N) 074 47 27.09   (W)   HD_HELD1
 DL5268* NAVD 88 ORTHO HEIGHT -    59.441 (meters)      195.02  (feet) ADJUSTED
 DL5268  ______________________________________________________________________
 DL5268  GEOID HEIGHT    -        -31.514 (meters)                     EGM08
 DL5268  DYNAMIC HEIGHT  -         59.440 (meters)      195.01  (feet) COMP
 DL5268  MODELED GRAVITY -    980,598.8   (mgal)                       NAVD 88
 DL5268
 DL5268  VERT ORDER      -  FIRST     CLASS II
 DL5268
 DL5268.The positional and height information provided upon this datasheet are not
 DL5268.officially recognized by the Government of Canada, provincial governments
 DL5268.within Canada, nor are they intended to replace or substitute for them.
 DL5268.The intent of sharing this data is to allow access to positions or heights
 DL5268.recognized by the United States Government. Passive control that is used by
 DL5268.both nations may share the same or similar designations or descriptions but
 DL5268.do not share official positions or heights. The 'Station Description' may
 DL5268.originate from a Canadian 'Station Report' and if so contains information
 DL5268.licensed under the 'Open Government License - Canada'.
 DL5268
 DL5268.The horizontal coordinates were determined by differentially corrected
 DL5268.hand held GPS observations or other comparable positioning techniques
 DL5268.and have an estimated accuracy of +/- 3 meters.
 DL5268
 DL5268.The orthometric height was determined by differential leveling and
 DL5268.adjusted by the NATIONAL GEODETIC SURVEY
 DL5268.in March 2024.
 DL5268
 DL5268.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5268
 DL5268.Click photographs - Photos may exist for this station.
 DL5268
 DL5268.The dynamic height is computed by dividing the NAVD 88
 DL5268.geopotential number by the normal gravity value computed on the
 DL5268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5268.degrees latitude (g = 980.6199 gals.).
 DL5268
 DL5268.The modeled gravity was interpolated from observed gravity values.
 DL5268
 DL5268
 DL5268_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1648183927(NAD 83)
 DL5268
 DL5268                          SUPERSEDED SURVEY CONTROL
 DL5268
 DL5268  NAVD 88 (10/14/09)   59.432  (m)          194.99   (f) SUPERSEDED  1 2
 DL5268
 DL5268.Superseded values are not recommended for survey control.
 DL5268
 DL5268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5268.See file dsdata.pdf to determine how the superseded data were derived.
 DL5268
 DL5268_MARKER: DD = SURVEY DISK
 DL5268_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL5268_SP_SET: DAM FLOOR
 DL5268_STAMPING: SAUNDERS T.W. 2896 RESET 2007
 DL5268_MARK LOGO: NONE
 DL5268_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5268+STABILITY: SURFACE MOTION
 DL5268_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5268+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2022
 DL5268
 DL5268  HISTORY     - Date     Condition        Report By
 DL5268  HISTORY     - 2007     MONUMENTED       ONTAPW
 DL5268  HISTORY     - 20220914 GOOD             NGS
 DL5268
 DL5268                          STATION DESCRIPTION
 DL5268
 DL5268'DESCRIBED BY ONTARIO POWER GENERATION 2007
 DL5268'IS THE HIGHEST POINT OF A 3.5-INCH (9 CM) DIAMETER BRASS DISK AT THE
 DL5268'NORTHEAST END OF THE DAM AT SAUNDERS TAIL WATER WATER LEVEL GAUGE AND
 DL5268'LOCATED JUST NORTHWEST OF AND ABOVE THE TAIL RACE AT THE SOUTH CORNER
 DL5268'OF THE SOUTHWEST ERECTION BAY OVERHEAD DOOR.
 DL5268'
 DL5268'12.55 M (41.2 FT) NORTHWEST OF THE SOUTHEAST FACE OF THE TRANSFORMER
 DL5268'PLATFORM, 8.30 M (27.2 FT) NORTHEAST OF THE EAST CORNER OF THE UNIT 1
 DL5268'GENERATOR, 0.40 M (1.3 FT) SOUTHWEST OF THE SOUTHWEST FACE OF THE
 DL5268'ERECTION BAY OVERHEAD DOOR AND FLUSH WITH THE ERECTION BAY FLOOR
 DL5268'(APPROXIMATE ELEVATION OF 195.0 FEET).
 DL5268'
 DL5268'NOTE-NO STAMPING.
 DL5268
 DL5268                          STATION RECOVERY (2022)
 DL5268
 DL5268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (JAO)
 DL5268'THE MARK IS LOCATED 4.9 KM (3.0 MI) WEST-SOUTHWEST OF THE CORNWALL,
 DL5268'ONTARIO, CANADA CITY HALL AND WITHIN THE GROUNDS FOR THE ROBERT H.
 DL5268'SAUNDERS POWER DAM, ST. LAWRENCE GENERATING STATION, OPERATED BY
 DL5268'ONTARIO POWER GENERATION (OPG).
 DL5268'
 DL5268'CONTACT THE OPG ENGINEERING DEPARTMENT AT 613-932-3072 TO OBTAIN
 DL5268'PERMISSION TO ACCESS THE MARK.
 DL5268'
 DL5268'AT THE NORTHEAST END OF THE DAM, AT SAUNDERS TAIL WATER WATER LEVEL
 DL5268'GAUGE AND LOCATED JUST NORTHWEST OF AND ABOVE THE TAIL RACE AT THE
 DL5268'SOUTH CORNER OF THE SOUTHWEST ERECTION BAY OVERHEAD DOOR.
 DL5268'
 DL5268'65.0 M (213.3 FT) SOUTHWEST ALONG THE TAILRACE FROM THE NORTHEAST END
 DL5268'OF THE DAM, 15.0 M (49.2 FT) NORTHWEST OF AND UP THE STAIRS FROM THE
 DL5268'CENTERLINE OF THE TAILRACE, IN THE CONCRETE AT THE CORNER OF AND AT
 DL5268'THE SOUTHEAST SIDE OF THE LARGE ERECTION BAY DOOR, 12.55 M (41.2 FT)
 DL5268'NORTHWEST OF THE SOUTHEAST FACE OF THE TRANSFORMER PLATFORM, 8.30 M
 DL5268'(27.2 FT) NORTHEAST OF THE EAST CORNER OF THE UNIT 1 GENERATOR, 0.40 M
 DL5268'(1.3 FT) SOUTHWEST OF THE SOUTHWEST FACE OF THE ERECTION BAY OVERHEAD
 DL5268'DOOR AND FLUSH WITH THE ERECTION BAY FLOOR.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TY0002 ***********************************************************************
 TY0002  DESIGNATION -  28U001
 TY0002  PID         -  TY0002
 TY0002  STATE/COUNTY-  ON/BRUCE
 TY0002  COUNTRY     -  CANADA
 TY0002  NTS MAPSHEET-  FLOWERPOT ISLAND (2020)
 TY0002
 TY0002                         *CURRENT SURVEY CONTROL
 TY0002  ______________________________________________________________________
 TY0002* NAD 83(1986) POSITION- 45 15 24.     (N) 081 39 42.     (W)   SCALED
 TY0002* NAVD 88 ORTHO HEIGHT -   180.892 (meters)      593.48  (feet) ADJUSTED
 TY0002  ______________________________________________________________________
 TY0002  GEOID HEIGHT    -        -37.651 (meters)                     EGM08
 TY0002  DYNAMIC HEIGHT  -        180.883 (meters)      593.45  (feet) COMP
 TY0002  MODELED GRAVITY -    980,561.0   (mgal)                       NAVD 88
 TY0002
 TY0002  VERT ORDER      -  FIRST     CLASS II
 TY0002
 TY0002.The positional and height information provided upon this datasheet are not
 TY0002.officially recognized by the Government of Canada, provincial governments
 TY0002.within Canada, nor are they intended to replace or substitute for them.
 TY0002.The intent of sharing this data is to allow access to positions or heights
 TY0002.recognized by the United States Government. Passive control that is used by
 TY0002.both nations may share the same or similar designations or descriptions but
 TY0002.do not share official positions or heights. The 'Station Description' may
 TY0002.originate from a Canadian 'Station Report' and if so contains information
 TY0002.licensed under the 'Open Government License - Canada'.
 TY0002
 TY0002.The horizontal coordinates were scaled from a map and have
 TY0002.an estimated accuracy of +/- 6 seconds.
 TY0002
 TY0002.The orthometric height was determined by differential leveling and
 TY0002.adjusted by the NATIONAL GEODETIC SURVEY
 TY0002.in June 1991.
 TY0002
 TY0002.Significant digits in the geoid height do not necessarily reflect accuracy.
 TY0002
 TY0002.Click photographs - Photos may exist for this station.
 TY0002
 TY0002.The dynamic height is computed by dividing the NAVD 88
 TY0002.geopotential number by the normal gravity value computed on the
 TY0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TY0002.degrees latitude (g = 980.6199 gals.).
 TY0002
 TY0002.The modeled gravity was interpolated from observed gravity values.
 TY0002
 TY0002
 TY0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TML480116(NAD 83)
 TY0002
 TY0002                          SUPERSEDED SURVEY CONTROL
 TY0002
 TY0002.No superseded survey control is available for this station.
 TY0002
 TY0002_MARKER: DD = SURVEY DISK
 TY0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TY0002_STAMPING: 28U001
 TY0002_MARK LOGO: GSC
 TY0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TY0002+STABILITY: SURFACE MOTION
 TY0002
 TY0002  HISTORY     - Date     Condition        Report By
 TY0002  HISTORY     - 1928     MONUMENTED       GSC
 TY0002  HISTORY     - 1980     GOOD             NOS
 TY0002
 TY0002                          STATION DESCRIPTION
 TY0002
 TY0002'DESCRIBED BY NATIONAL OCEAN SERVICE 1980
 TY0002'IN TOBERMORY.
 TY0002'THIS BENCH MARK IS AT THE WATER LEVEL MONITORING STATION IN TOBERMORY,
 TY0002'ONTARIO, CANADA.  HEIGHT ABOVE NAVD88 IS AVAILABLE FROM THE CANADIAN
 TY0002'GEODETIC SURVEY, AND ABOVE IGLD80 FROM THE CANADIAN HYDROGRAPHIC
 TY0002'SERVICE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NE0082 ***********************************************************************
 NE0082  DESIGNATION -  2960
 NE0082  PID         -  NE0082
 NE0082  STATE/COUNTY-  ON/LAMBTON
 NE0082  COUNTRY     -  CANADA
 NE0082  NTS MAPSHEET-  SARNIA (2020)
 NE0082
 NE0082                         *CURRENT SURVEY CONTROL
 NE0082  ______________________________________________________________________
 NE0082* NAD 83(1986) POSITION- 42 59 55.     (N) 082 25 18.     (W)   SCALED
 NE0082* NAVD 88 ORTHO HEIGHT -   178.588 (meters)      585.92  (feet) ADJUSTED
 NE0082  ______________________________________________________________________
 NE0082  GEOID HEIGHT    -        -35.411 (meters)                     EGM08
 NE0082  DYNAMIC HEIGHT  -        178.544 (meters)      585.77  (feet) COMP
 NE0082  MODELED GRAVITY -    980,371.1   (mgal)                       NAVD 88
 NE0082
 NE0082  VERT ORDER      -  FIRST     CLASS 0
 NE0082
 NE0082.The positional and height information provided upon this datasheet are not
 NE0082.officially recognized by the Government of Canada, provincial governments
 NE0082.within Canada, nor are they intended to replace or substitute for them.
 NE0082.The intent of sharing this data is to allow access to positions or heights
 NE0082.recognized by the United States Government. Passive control that is used by
 NE0082.both nations may share the same or similar designations or descriptions but
 NE0082.do not share official positions or heights. The 'Station Description' may
 NE0082.originate from a Canadian 'Station Report' and if so contains information
 NE0082.licensed under the 'Open Government License - Canada'.
 NE0082
 NE0082.The horizontal coordinates were scaled from a map and have
 NE0082.an estimated accuracy of +/- 6 seconds.
 NE0082
 NE0082.The orthometric height was determined by differential leveling and
 NE0082.adjusted by the NATIONAL GEODETIC SURVEY
 NE0082.in June 1991.
 NE0082
 NE0082.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0082
 NE0082.Click photographs - Photos may exist for this station.
 NE0082
 NE0082.The dynamic height is computed by dividing the NAVD 88
 NE0082.geopotential number by the normal gravity value computed on the
 NE0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0082.degrees latitude (g = 980.6199 gals.).
 NE0082
 NE0082.The modeled gravity was interpolated from observed gravity values.
 NE0082
 NE0082
 NE0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH841616(NAD 83)
 NE0082
 NE0082                          SUPERSEDED SURVEY CONTROL
 NE0082
 NE0082  NGVD 29 (??/??/92)  178.704  (m)          586.30   (f) ADJ UNCH    1 0
 NE0082
 NE0082.Superseded values are not recommended for survey control.
 NE0082
 NE0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0082.See file dsdata.pdf to determine how the superseded data were derived.
 NE0082
 NE0082_MARKER: Z = SEE DESCRIPTION
 NE0082_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0082_SP_SET: BRIDGE
 NE0082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0082
 NE0082  HISTORY     - Date     Condition        Report By
 NE0082  HISTORY     - UNK      MONUMENTED       GSC
 NE0082  HISTORY     - 1970     GOOD             USLS
 NE0082
 NE0082                          STATION DESCRIPTION
 NE0082
 NE0082'DESCRIBED BY US LAKE SURVEY 1970
 NE0082'AT BLUE WATER BRIDGE.
 NE0082'BLUE WATER BRIDGE, TABLET IN DOUBLE PIER, ON CANADIAN BANK OF
 NE0082'ST. CLAIR RIVER, IN SOUTH FACE OF SOUTHEAST RECESSED CORNER AND
 NE0082'1 FOOT FROM EAST EDGE, TWO FEET ABOVE GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DL5277 ***********************************************************************
 DL5277  DESIGNATION -  3 C
 DL5277  PID         -  DL5277
 DL5277  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 DL5277  COUNTRY     -  CANADA
 DL5277  NTS MAPSHEET-  CORNWALL (2020)
 DL5277
 DL5277                         *CURRENT SURVEY CONTROL
 DL5277  ______________________________________________________________________
 DL5277* NAD 83(1986) POSITION- 45 00 30.50   (N) 074 47 30.73   (W)   HD_HELD1
 DL5277* NAVD 88 ORTHO HEIGHT -    77.917 (meters)      255.63  (feet) ADJUSTED
 DL5277  ______________________________________________________________________
 DL5277  GEOID HEIGHT    -        -31.515 (meters)                     EGM08
 DL5277  DYNAMIC HEIGHT  -         77.915 (meters)      255.63  (feet) COMP
 DL5277  MODELED GRAVITY -    980,598.8   (mgal)                       NAVD 88
 DL5277
 DL5277  VERT ORDER      -  FIRST     CLASS II
 DL5277
 DL5277.The positional and height information provided upon this datasheet are not
 DL5277.officially recognized by the Government of Canada, provincial governments
 DL5277.within Canada, nor are they intended to replace or substitute for them.
 DL5277.The intent of sharing this data is to allow access to positions or heights
 DL5277.recognized by the United States Government. Passive control that is used by
 DL5277.both nations may share the same or similar designations or descriptions but
 DL5277.do not share official positions or heights. The 'Station Description' may
 DL5277.originate from a Canadian 'Station Report' and if so contains information
 DL5277.licensed under the 'Open Government License - Canada'.
 DL5277
 DL5277.The horizontal coordinates were determined by differentially corrected
 DL5277.hand held GPS observations or other comparable positioning techniques
 DL5277.and have an estimated accuracy of +/- 3 meters.
 DL5277
 DL5277.The orthometric height was determined by differential leveling and
 DL5277.adjusted by the NATIONAL GEODETIC SURVEY
 DL5277.in March 2024.
 DL5277
 DL5277.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5277
 DL5277.Click photographs - Photos may exist for this station.
 DL5277
 DL5277.The dynamic height is computed by dividing the NAVD 88
 DL5277.geopotential number by the normal gravity value computed on the
 DL5277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5277.degrees latitude (g = 980.6199 gals.).
 DL5277
 DL5277.The modeled gravity was interpolated from observed gravity values.
 DL5277
 DL5277
 DL5277_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1640183912(NAD 83)
 DL5277
 DL5277                          SUPERSEDED SURVEY CONTROL
 DL5277
 DL5277  NAVD 88 (10/14/09)   77.905  (m)          255.59   (f) SUPERSEDED  1 2
 DL5277
 DL5277.Superseded values are not recommended for survey control.
 DL5277
 DL5277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5277.See file dsdata.pdf to determine how the superseded data were derived.
 DL5277
 DL5277_MARKER: DD = SURVEY DISK
 DL5277_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL5277_SP_SET: DAM DECK
 DL5277_MARK LOGO: NONE
 DL5277_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5277+STABILITY: SURFACE MOTION
 DL5277_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5277+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2022
 DL5277
 DL5277  HISTORY     - Date     Condition        Report By
 DL5277  HISTORY     - 1958     MONUMENTED       ONTAPW
 DL5277  HISTORY     - 20220912 GOOD             NGS
 DL5277
 DL5277                          STATION DESCRIPTION
 DL5277
 DL5277'DESCRIBED BY ONTARIO POWER GENERATION 1958
 DL5277'THE MARK IS LOCATED ABOUT 3.19 MI (5.1 KM) SOUTHWEST OF CORNWALL,
 DL5277'ONT., 7.33 MI (11.8 KM) NORTH NORTHEAST OF MASSENA, NY.
 DL5277'OWNERSHIP--ONTARIO POWER GENERATION.  CONTACT THE ENGINEERING
 DL5277'DEPARTMENT AT 613-932-3072 TO OBTAIN PERMISSION TO ACCESS THE MARK.
 DL5277'
 DL5277'BM 3-C IS THE HIGHEST POINT OF A 2-INCH (5 CM) BRASS HEX DISK SET
 DL5277'FLUSH IN THE CONCRETE DECK OF THE TOP OF THE HEADWORK JUST UPSTREAM
 DL5277'FROM PEDESTAL MD6.
 DL5277'
 DL5277'IT IS 6.72 M (22.0 FT) WEST-NORTHWEST OF NW CORNER OF HEAD GATE HATCH
 DL5277'COVER 4A AND 0.46 M (1.5 FT) WEST OF THE WESTERNMOST RAIL OF THE
 DL5277'OVERHEAD GANTRY CRANE.
 DL5277'
 DL5277'NOTE-NO STAMPING.
 DL5277
 DL5277                          STATION RECOVERY (2022)
 DL5277
 DL5277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (JAO)
 DL5277'THE MARK IS LOCATED 4.9 KM (3.0 MI) WEST-SOUTHWEST OF THE CORNWALL,
 DL5277'ONTARIO, CANADA CITY HALL AND WITHIN THE GROUNDS FOR THE ROBERT H.
 DL5277'SAUNDERS POWER DAM, ST. LAWRENCE GENERATING STATION, OPERATED BY
 DL5277'ONTARIO POWER GENERATION (OPG).
 DL5277'
 DL5277'CONTACT THE ENGINEERING DEPARTMENT AT 613-932-3072 TO OBTAIN
 DL5277'PERMISSION TO ACCESS THE MARK.
 DL5277'
 DL5277'BM 3 C IS THE HIGHEST POINT OF A 5 CM (2 INCH) BRASS HEXAGONAL SHAPE
 DL5277'DISK SET FLUSH IN THE CONCRETE DECK ON THE NORTHWEST SIDE ON THE TOP
 DL5277'OF THE HEADWORKS JUST UPSTREAM, 8.3 M (27.2 FT) WEST OF DEFORMATION
 DL5277'PILLAR MD6.
 DL5277'
 DL5277'IT IS 7.25 M (23.8 FT) WEST OF THE SOUTHWEST CORNER FOR HATCH COVER 3
 DL5277'C, 6.72 M (22.0 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER OF HEADGATE
 DL5277'HATCH COVER 4A AND 0.46 M (1.5 FT) WEST OF THE WESTERNMOST RAIL FOR
 DL5277'THE OVERHEAD GANTRY CRANE.
 DL5277'
 DL5277'NOTE-NO STAMPING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TB0274 ***********************************************************************
 TB0274  DESIGNATION -  30 E
 TB0274  PID         -  TB0274
 TB0274  STATE/COUNTY-  ON/RAINY RIVER
 TB0274  COUNTRY     -  CANADA
 TB0274  NTS MAPSHEET-  FORT FRANCES (2020)
 TB0274
 TB0274                         *CURRENT SURVEY CONTROL
 TB0274  ______________________________________________________________________
 TB0274* NAD 83(1986) POSITION- 48 36 30.6    (N) 093 23 38.6    (W)   HD_HELD2
 TB0274* NAVD 88 ORTHO HEIGHT -   341.609 (meters)     1120.76  (feet) ADJUSTED
 TB0274  ______________________________________________________________________
 TB0274  GEOID HEIGHT    -        -30.749 (meters)                     EGM08
 TB0274  DYNAMIC HEIGHT  -        341.688 (meters)     1121.02  (feet) COMP
 TB0274  MODELED GRAVITY -    980,833.0   (mgal)                       NAVD 88
 TB0274
 TB0274  VERT ORDER      -  FIRST     CLASS II
 TB0274
 TB0274.The positional and height information provided upon this datasheet are not
 TB0274.officially recognized by the Government of Canada, provincial governments
 TB0274.within Canada, nor are they intended to replace or substitute for them.
 TB0274.The intent of sharing this data is to allow access to positions or heights
 TB0274.recognized by the United States Government. Passive control that is used by
 TB0274.both nations may share the same or similar designations or descriptions but
 TB0274.do not share official positions or heights. The 'Station Description' may
 TB0274.originate from a Canadian 'Station Report' and if so contains information
 TB0274.licensed under the 'Open Government License - Canada'.
 TB0274
 TB0274.The horizontal coordinates were established by autonomous hand held GPS
 TB0274.observations and have an estimated accuracy of +/- 10 meters.
 TB0274
 TB0274.The orthometric height was determined by differential leveling and
 TB0274.adjusted by the NATIONAL GEODETIC SURVEY
 TB0274.in June 1991.
 TB0274
 TB0274.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB0274
 TB0274.Click photographs - Photos may exist for this station.
 TB0274
 TB0274.The dynamic height is computed by dividing the NAVD 88
 TB0274.geopotential number by the normal gravity value computed on the
 TB0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0274.degrees latitude (g = 980.6199 gals.).
 TB0274
 TB0274.The modeled gravity was interpolated from observed gravity values.
 TB0274
 TB0274
 TB0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP7095284011(NAD 83)
 TB0274
 TB0274                          SUPERSEDED SURVEY CONTROL
 TB0274
 TB0274  NGVD 29 (??/??/92)  341.239  (m)         1119.55   (f) ADJ UNCH    1 2
 TB0274
 TB0274.Superseded values are not recommended for survey control.
 TB0274
 TB0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0274.See file dsdata.pdf to determine how the superseded data were derived.
 TB0274
 TB0274_MARKER: B = BOLT
 TB0274_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TB0274_SP_SET: BUILDING
 TB0274_STAMPING: 30 E
 TB0274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TB0274
 TB0274  HISTORY     - Date     Condition        Report By
 TB0274  HISTORY     - UNK      MONUMENTED       GSC
 TB0274  HISTORY     - 1931     GOOD             CGS
 TB0274  HISTORY     - 19330622 GOOD             CGS
 TB0274
 TB0274                          STATION DESCRIPTION
 TB0274
 TB0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 TB0274'IN FORT FRANCES.
 TB0274'AT FORT FRANCES, ONTARIO, CANADA, AT THE TOWN HALL, IN THE EAST STONE
 TB0274'FOUNDATION WALL, 3 FEET FROM THE NORTHEAST CORNER OF THE MAIN PORTION
 TB0274'OF THE BUILDING, AND 3 FEET LOWER THAN THE BRICKWORK.  A GEODETIC
 TB0274'SERVICE OF CANADA STANDARD BOLT, STAMPED 30 E.
 TB0274
 TB0274                          STATION RECOVERY (1933)
 TB0274
 TB0274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (UNK)
 TB0274'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1254 ***********************************************************************
 RJ1254  DESIGNATION -  302 BIP+082
 RJ1254  PID         -  RJ1254
 RJ1254  STATE/COUNTY-  ON/ALGOMA
 RJ1254  COUNTRY     -  CANADA
 RJ1254  NTS MAPSHEET-  ILE PARISIENNE (2020)
 RJ1254
 RJ1254                         *CURRENT SURVEY CONTROL
 RJ1254  ______________________________________________________________________
 RJ1254* NAD 83(1986) POSITION- 46 31 45.96911(N) 084 35 17.51839(W)   ADJUSTED
 RJ1254* NAVD 88 ORTHO HEIGHT -   203.8   (meters)      669.    (feet) VERTCON
 RJ1254  ______________________________________________________________________
 RJ1254  GEOID HEIGHT    -        -36.923 (meters)                     EGM08
 RJ1254  HORZ ORDER      -  FIRST
 RJ1254
 RJ1254.The positional and height information provided upon this datasheet are not
 RJ1254.officially recognized by the Government of Canada, provincial governments
 RJ1254.within Canada, nor are they intended to replace or substitute for them.
 RJ1254.The intent of sharing this data is to allow access to positions or heights
 RJ1254.recognized by the United States Government. Passive control that is used by
 RJ1254.both nations may share the same or similar designations or descriptions but
 RJ1254.do not share official positions or heights. The 'Station Description' may
 RJ1254.originate from a Canadian 'Station Report' and if so contains information
 RJ1254.licensed under the 'Open Government License - Canada'.
 RJ1254
 RJ1254.The horizontal coordinates were established by GPS observations
 RJ1254.and adjusted by the National Geodetic Survey in May 1990.
 RJ1254
 RJ1254.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1254
 RJ1254.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1254
 RJ1254.Click photographs - Photos may exist for this station.
 RJ1254
 RJ1254. The following values were computed from the NAD 83(1986) position.
 RJ1254
 RJ1254;                    North         East     Units Scale Factor Converg.
 RJ1254;UTM  16      - 5,155,700.132   684,959.260   MT  1.00002052   +1 45 02.9
 RJ1254
 RJ1254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1254!UTM  16      -   0.99997385  x   1.00002052  =   0.99999437
 RJ1254
 RJ1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS8495955700(NAD 83)
 RJ1254
 RJ1254                          SUPERSEDED SURVEY CONTROL
 RJ1254
 RJ1254  NGVD 29 (05/22/90)  203.7    (m)  RAPSU86  model used  GPS OBS        
 RJ1254
 RJ1254.Superseded values are not recommended for survey control.
 RJ1254
 RJ1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1254.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1254
 RJ1254_MARKER: DS = TRIANGULATION STATION DISK
 RJ1254_SETTING: 66 = SET IN ROCK OUTCROP
 RJ1254_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 RJ1254_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RJ1254+STABILITY: POSITION/ELEVATION WELL
 RJ1254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ1254+SATELLITE: SATELLITE OBSERVATIONS - 1988
 RJ1254
 RJ1254  HISTORY     - Date     Condition        Report By
 RJ1254  HISTORY     - 1988     MONUMENTED       USACE
 RJ1254
 RJ1254                          STATION DESCRIPTION
 RJ1254
 RJ1254'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1254'THE STATION IS LOCATED ABOUT 19.2 KM (11.9 MI)
 RJ1254'WEST-NORTHWEST OF SAULT STE MARIE
 RJ1254'13.8 KM (8.6 MI) NORTH OF BRIMLEY IN FRAC SEC 31 TWP OF PRINCE
 RJ1254'DISTRICT OF ALGOMA
 RJ1254'OWNERSHIP--JACOB AND ANNA PANDZIC
 RJ1254'
 RJ1254'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 550 AND
 RJ1254'HIGHWAY 565 WEST OF SAULT STE MARIE, ONTARIO, GO
 RJ1254'WEST FOR 8.0 KM (5.0 MI) ON HIGHWAY 550 TO THE END OF THIS HIGHWAY
 RJ1254'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 152 METERS (500 FT) ON A
 RJ1254'DIRT TRAIL TO THE EDGE OF A WOODS AND ROCKY HILL, FOLLOW A TRAIL UP
 RJ1254'THE HILL TO THE CREST, AT THE CREST CONTINUE TO CLIMB TO THE SOUTH UP
 RJ1254'A SMALL KNOLL AND THE STATION.
 RJ1254'
 RJ1254'THE STATION IS A STANDARD COE DISK
 RJ1254'STAMPED---BIP+082---,
 RJ1254'SET INTO ROCK AND SURROUNDED BY A MASS OF CONCRETE.
 RJ1254'
 RJ1254'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NE1061 ***********************************************************************
 NE1061  DESIGNATION -  3031
 NE1061  PID         -  NE1061
 NE1061  STATE/COUNTY-  ON/ESSEX
 NE1061  COUNTRY     -  CANADA
 NE1061  NTS MAPSHEET-  ESSEX (2020)
 NE1061
 NE1061                         *CURRENT SURVEY CONTROL
 NE1061  ______________________________________________________________________
 NE1061* NAD 83(1986) POSITION- 42 01 36.     (N) 082 44 12.     (W)   SCALED
 NE1061* NAVD 88 ORTHO HEIGHT -   175.450 (meters)      575.62  (feet) ADJUSTED
 NE1061  ______________________________________________________________________
 NE1061  GEOID HEIGHT    -        -35.740 (meters)                     EGM08
 NE1061  DYNAMIC HEIGHT  -        175.389 (meters)      575.42  (feet) COMP
 NE1061  MODELED GRAVITY -    980,273.2   (mgal)                       NAVD 88
 NE1061
 NE1061  VERT ORDER      -  FIRST     CLASS II
 NE1061
 NE1061.The positional and height information provided upon this datasheet are not
 NE1061.officially recognized by the Government of Canada, provincial governments
 NE1061.within Canada, nor are they intended to replace or substitute for them.
 NE1061.The intent of sharing this data is to allow access to positions or heights
 NE1061.recognized by the United States Government. Passive control that is used by
 NE1061.both nations may share the same or similar designations or descriptions but
 NE1061.do not share official positions or heights. The 'Station Description' may
 NE1061.originate from a Canadian 'Station Report' and if so contains information
 NE1061.licensed under the 'Open Government License - Canada'.
 NE1061
 NE1061.The horizontal coordinates were scaled from a map and have
 NE1061.an estimated accuracy of +/- 6 seconds.
 NE1061
 NE1061.The orthometric height was determined by differential leveling and
 NE1061.adjusted by the NATIONAL GEODETIC SURVEY
 NE1061.in June 1991.
 NE1061
 NE1061.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1061
 NE1061.Click photographs - Photos may exist for this station.
 NE1061
 NE1061.The dynamic height is computed by dividing the NAVD 88
 NE1061.geopotential number by the normal gravity value computed on the
 NE1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1061.degrees latitude (g = 980.6199 gals.).
 NE1061
 NE1061.The modeled gravity was interpolated from observed gravity values.
 NE1061
 NE1061
 NE1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG562541(NAD 83)
 NE1061
 NE1061                          SUPERSEDED SURVEY CONTROL
 NE1061
 NE1061.No superseded survey control is available for this station.
 NE1061
 NE1061_MARKER: DD = SURVEY DISK
 NE1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1061_STAMPING: 3031
 NE1061_MARK LOGO: GSC
 NE1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1061+STABILITY: SURFACE MOTION
 NE1061
 NE1061  HISTORY     - Date     Condition        Report By
 NE1061  HISTORY     - 1959     MONUMENTED       GSC
 NE1061  HISTORY     - 1980     GOOD             NOSOMA
 NE1061
 NE1061                          STATION DESCRIPTION
 NE1061
 NE1061'DESCRIBED BY NOS OCEANOG + MARINE 1980
 NE1061'IN KINGSVILLE.
 NE1061'THIS BENCH MARK IS AT THE WATER LEVEL MONITORING STATION IN
 NE1061'KINGSVILLE, ONTARIO, CANADA.  HEIGHT ABOVE NAVD88 IS AVAILABLE FROM
 NE1061'GEODETIC SURVEY OF CANADA.  HEIGHT ABOVE IGLD80 IS AVAILABLE FROM THE
 NE1061'CANADIAN HYDROGRAPHIC SERVICE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TB0273 ***********************************************************************
 TB0273  DESIGNATION -  30U1964
 TB0273  PID         -  TB0273
 TB0273  STATE/COUNTY-  ON/RAINY RIVER
 TB0273  COUNTRY     -  CANADA
 TB0273  NTS MAPSHEET-  FORT FRANCES (2020)
 TB0273
 TB0273                         *CURRENT SURVEY CONTROL
 TB0273  ______________________________________________________________________
 TB0273* NAD 83(1986) POSITION- 48 36 31.6    (N) 093 23 43.8    (W)   HD_HELD2
 TB0273* NAVD 88 ORTHO HEIGHT -   341.565 (meters)     1120.62  (feet) ADJUSTED
 TB0273  ______________________________________________________________________
 TB0273  GEOID HEIGHT    -        -30.747 (meters)                     EGM08
 TB0273  DYNAMIC HEIGHT  -        341.644 (meters)     1120.88  (feet) COMP
 TB0273  MODELED GRAVITY -    980,833.2   (mgal)                       NAVD 88
 TB0273
 TB0273  VERT ORDER      -  FIRST     CLASS II
 TB0273
 TB0273.The positional and height information provided upon this datasheet are not
 TB0273.officially recognized by the Government of Canada, provincial governments
 TB0273.within Canada, nor are they intended to replace or substitute for them.
 TB0273.The intent of sharing this data is to allow access to positions or heights
 TB0273.recognized by the United States Government. Passive control that is used by
 TB0273.both nations may share the same or similar designations or descriptions but
 TB0273.do not share official positions or heights. The 'Station Description' may
 TB0273.originate from a Canadian 'Station Report' and if so contains information
 TB0273.licensed under the 'Open Government License - Canada'.
 TB0273
 TB0273.The horizontal coordinates were established by autonomous hand held GPS
 TB0273.observations and have an estimated accuracy of +/- 10 meters.
 TB0273
 TB0273.The orthometric height was determined by differential leveling and
 TB0273.adjusted by the NATIONAL GEODETIC SURVEY
 TB0273.in June 1991.
 TB0273
 TB0273.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB0273
 TB0273.Click photographs - Photos may exist for this station.
 TB0273
 TB0273.The dynamic height is computed by dividing the NAVD 88
 TB0273.geopotential number by the normal gravity value computed on the
 TB0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0273.degrees latitude (g = 980.6199 gals.).
 TB0273
 TB0273.The modeled gravity was interpolated from observed gravity values.
 TB0273
 TB0273
 TB0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP7084684042(NAD 83)
 TB0273
 TB0273                          SUPERSEDED SURVEY CONTROL
 TB0273
 TB0273  NGVD 29 (??/??/92)  341.195  (m)         1119.40   (f) ADJ UNCH    1 2
 TB0273
 TB0273.Superseded values are not recommended for survey control.
 TB0273
 TB0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0273.See file dsdata.pdf to determine how the superseded data were derived.
 TB0273
 TB0273_MARKER: DB = BENCH MARK DISK
 TB0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TB0273_STAMPING: 1119.234 FEET
 TB0273_MARK LOGO: GSC
 TB0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TB0273+STABILITY: SURFACE MOTION
 TB0273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TB0273+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 TB0273
 TB0273  HISTORY     - Date     Condition        Report By
 TB0273  HISTORY     - UNK      MONUMENTED       GSC
 TB0273  HISTORY     - 1931     GOOD             CGS
 TB0273  HISTORY     - 1988     GOOD             GSC
 TB0273  HISTORY     - 20050718 GOOD             NGS
 TB0273
 TB0273                          STATION DESCRIPTION
 TB0273
 TB0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 TB0273'IN FORT FRANCES.
 TB0273'AT FORT FRANCES, ONTARIO, CANADA, AT THE TOWN HALL, 6 FEET WEST OF THE
 TB0273'WEST SIDE, AND OPPOSITE THE CENTER OF THE BUILDING.  A GEODETIC
 TB0273'SERVICE OF CANADA STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 TB0273
 TB0273                          STATION RECOVERY (1988)
 TB0273
 TB0273'RECOVERY NOTE BY GEODETIC SURVEY OF CANADA 1988 (UNK)
 TB0273'RECOVERED IN GOOD CONDITION.
 TB0273
 TB0273                          STATION RECOVERY (2005)
 TB0273
 TB0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 TB0273'MONEMENT IS AT ENTRANCE SIDEWALK AND PATIO OF CIVIC CENTRE AT SE
 TB0273'CORNER OF CHURCH ST. AND PORTAGE AVE.  A GSC PLAQUE ON SIDE OF
 TB0273'MONUMENT HAS STAMPED ELEVATION OF 1119.234 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TB0272 ***********************************************************************
 TB0272  DESIGNATION -  30U1965
 TB0272  PID         -  TB0272
 TB0272  STATE/COUNTY-  ON/RAINY RIVER
 TB0272  COUNTRY     -  CANADA
 TB0272  NTS MAPSHEET-  FORT FRANCES (2020)
 TB0272
 TB0272                         *CURRENT SURVEY CONTROL
 TB0272  ______________________________________________________________________
 TB0272* NAD 83(1986) POSITION- 48 36 35.6    (N) 093 23 43.6    (W)   HD_HELD2
 TB0272* NAVD 88 ORTHO HEIGHT -   342.272 (meters)     1122.94  (feet) ADJUSTED
 TB0272  ______________________________________________________________________
 TB0272  GEOID HEIGHT    -        -30.749 (meters)                     EGM08
 TB0272  DYNAMIC HEIGHT  -        342.351 (meters)     1123.20  (feet) COMP
 TB0272  MODELED GRAVITY -    980,833.3   (mgal)                       NAVD 88
 TB0272
 TB0272  VERT ORDER      -  FIRST     CLASS II
 TB0272
 TB0272.The positional and height information provided upon this datasheet are not
 TB0272.officially recognized by the Government of Canada, provincial governments
 TB0272.within Canada, nor are they intended to replace or substitute for them.
 TB0272.The intent of sharing this data is to allow access to positions or heights
 TB0272.recognized by the United States Government. Passive control that is used by
 TB0272.both nations may share the same or similar designations or descriptions but
 TB0272.do not share official positions or heights. The 'Station Description' may
 TB0272.originate from a Canadian 'Station Report' and if so contains information
 TB0272.licensed under the 'Open Government License - Canada'.
 TB0272
 TB0272.The horizontal coordinates were established by autonomous hand held GPS
 TB0272.observations and have an estimated accuracy of +/- 10 meters.
 TB0272
 TB0272.The orthometric height was determined by differential leveling and
 TB0272.adjusted by the NATIONAL GEODETIC SURVEY
 TB0272.in June 1991.
 TB0272
 TB0272.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB0272
 TB0272.Click photographs - Photos may exist for this station.
 TB0272
 TB0272.The dynamic height is computed by dividing the NAVD 88
 TB0272.geopotential number by the normal gravity value computed on the
 TB0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0272.degrees latitude (g = 980.6199 gals.).
 TB0272
 TB0272.The modeled gravity was interpolated from observed gravity values.
 TB0272
 TB0272
 TB0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP7085184165(NAD 83)
 TB0272
 TB0272                          SUPERSEDED SURVEY CONTROL
 TB0272
 TB0272  NGVD 29 (??/??/92)  341.902  (m)         1121.72   (f) ADJ UNCH    1 2
 TB0272
 TB0272.Superseded values are not recommended for survey control.
 TB0272
 TB0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0272.See file dsdata.pdf to determine how the superseded data were derived.
 TB0272
 TB0272_MARKER: DD = SURVEY DISK
 TB0272_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TB0272_SP_SET: BUILDING
 TB0272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TB0272_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TB0272+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 TB0272
 TB0272  HISTORY     - Date     Condition        Report By
 TB0272  HISTORY     - UNK      MONUMENTED       GSC
 TB0272  HISTORY     - 1931     GOOD             CGS
 TB0272  HISTORY     - 1984     GOOD             GSC
 TB0272  HISTORY     - 20050718 GOOD             NGS
 TB0272
 TB0272                          STATION DESCRIPTION
 TB0272
 TB0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 TB0272'IN FORT FRANCES.
 TB0272'AT FORT FRANCES, ONTARIO, CANADA, IN THE WEST WALL OF THE NEW POST
 TB0272'OFFICE, 3 FEET FROM THE NORTHWEST CORNER, ABOUT 1-1/2 FEET BELOW A
 TB0272'LETTER DROP, AND 4 FEET ABOVE GROUND.  A GEODETIC SERVICE OF CANADA
 TB0272'STANDARD DISK, SET VERTICALLY.
 TB0272
 TB0272                          STATION RECOVERY (1984)
 TB0272
 TB0272'RECOVERY NOTE BY GEODETIC SURVEY OF CANADA 1984 (UNK)
 TB0272'RECOVERED IN GOOD CONDITION.
 TB0272
 TB0272                          STATION RECOVERY (2005)
 TB0272
 TB0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 TB0272'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NC0684 ***********************************************************************
 NC0684  DESIGNATION -  3114 A
 NC0684  PID         -  NC0684
 NC0684  STATE/COUNTY-  ON/NIAGARA
 NC0684  COUNTRY     -  CANADA
 NC0684  NTS MAPSHEET-  FORT ERIE (2020)
 NC0684
 NC0684                         *CURRENT SURVEY CONTROL
 NC0684  ______________________________________________________________________
 NC0684* NAD 83(1986) POSITION- 42 53 55.6    (N) 078 55 08.1    (W)   HD_HELD2
 NC0684* NAVD 88 ORTHO HEIGHT -   175.580 (meters)      576.05  (feet) ADJUSTED
 NC0684  ______________________________________________________________________
 NC0684  GEOID HEIGHT    -        -35.880 (meters)                     EGM08
 NC0684  DYNAMIC HEIGHT  -        175.534 (meters)      575.90  (feet) COMP
 NC0684  MODELED GRAVITY -    980,353.7   (mgal)                       NAVD 88
 NC0684
 NC0684  VERT ORDER      -  FIRST     CLASS 0
 NC0684
 NC0684.The positional and height information provided upon this datasheet are not
 NC0684.officially recognized by the Government of Canada, provincial governments
 NC0684.within Canada, nor are they intended to replace or substitute for them.
 NC0684.The intent of sharing this data is to allow access to positions or heights
 NC0684.recognized by the United States Government. Passive control that is used by
 NC0684.both nations may share the same or similar designations or descriptions but
 NC0684.do not share official positions or heights. The 'Station Description' may
 NC0684.originate from a Canadian 'Station Report' and if so contains information
 NC0684.licensed under the 'Open Government License - Canada'.
 NC0684
 NC0684.The horizontal coordinates were established by autonomous hand held GPS
 NC0684.observations and have an estimated accuracy of +/- 10 meters.
 NC0684
 NC0684.The orthometric height was determined by differential leveling and
 NC0684.adjusted by the NATIONAL GEODETIC SURVEY
 NC0684.in June 1991.
 NC0684
 NC0684.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC0684
 NC0684.Click photographs - Photos may exist for this station.
 NC0684
 NC0684.The dynamic height is computed by dividing the NAVD 88
 NC0684.geopotential number by the normal gravity value computed on the
 NC0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0684.degrees latitude (g = 980.6199 gals.).
 NC0684
 NC0684.The modeled gravity was interpolated from observed gravity values.
 NC0684
 NC0684
 NC0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6990651675(NAD 83)
 NC0684
 NC0684                          SUPERSEDED SURVEY CONTROL
 NC0684
 NC0684  NGVD 29 (??/??/92)  175.748  (m)          576.60   (f) ADJ UNCH    1 0
 NC0684
 NC0684.Superseded values are not recommended for survey control.
 NC0684
 NC0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0684.See file dsdata.pdf to determine how the superseded data were derived.
 NC0684
 NC0684_MARKER: DB = BENCH MARK DISK
 NC0684_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0684_SP_SET: RETAINING WALL
 NC0684_STAMPING: 3114 A 1977
 NC0684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NC0684+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1977
 NC0684
 NC0684  HISTORY     - Date     Condition        Report By
 NC0684  HISTORY     - 1977     MONUMENTED       NOS
 NC0684  HISTORY     - 19771015 GOOD             NGS
 NC0684
 NC0684                          STATION DESCRIPTION
 NC0684
 NC0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 NC0684'1.1 MI SW FROM FORT ERIE.
 NC0684'FROM THE WEST END OF THE PEACE BRIDGE IN CANADA, GO THROUGH
 NC0684'THE CUSTOMS BOOTHS AND BEAR RIGHT TO A SLIGHT CURVE TO WALNUT
 NC0684'STREET, THENCE 0.2 MILE EASTERLY ALONG WALNUT STREET TO NIAGARA
 NC0684'BOULEVARD, THENCE 0.9 MILE SOUTHWEST ALONG WALNUT BOULEVARD AND
 NC0684'LAKESHORE DRIVE TO THE FORT ERIE WATER WORKS BUILDING AT THE
 NC0684'SOUTH SIDE OF BUILDING, SET IN THE SOUTHEAST EDGE OF A RETAINING
 NC0684'WALL, 83.9 FEET SOUTHWEST OF THE TIDE GAGE BOX, AND 239.4 FEET
 NC0684'NORTHEAST OF BM 3114 D.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NC0683 ***********************************************************************
 NC0683  DESIGNATION -  3114 B
 NC0683  PID         -  NC0683
 NC0683  STATE/COUNTY-  ON/NIAGARA
 NC0683  COUNTRY     -  CANADA
 NC0683  NTS MAPSHEET-  FORT ERIE (2020)
 NC0683
 NC0683                         *CURRENT SURVEY CONTROL
 NC0683  ______________________________________________________________________
 NC0683* NAD 83(1986) POSITION- 42 53 57.5    (N) 078 55 07.1    (W)   HD_HELD2
 NC0683* NAVD 88 ORTHO HEIGHT -   175.606 (meters)      576.13  (feet) ADJUSTED
 NC0683  ______________________________________________________________________
 NC0683  GEOID HEIGHT    -        -35.881 (meters)                     EGM08
 NC0683  DYNAMIC HEIGHT  -        175.559 (meters)      575.98  (feet) COMP
 NC0683  MODELED GRAVITY -    980,353.8   (mgal)                       NAVD 88
 NC0683
 NC0683  VERT ORDER      -  FIRST     CLASS 0
 NC0683
 NC0683.The positional and height information provided upon this datasheet are not
 NC0683.officially recognized by the Government of Canada, provincial governments
 NC0683.within Canada, nor are they intended to replace or substitute for them.
 NC0683.The intent of sharing this data is to allow access to positions or heights
 NC0683.recognized by the United States Government. Passive control that is used by
 NC0683.both nations may share the same or similar designations or descriptions but
 NC0683.do not share official positions or heights. The 'Station Description' may
 NC0683.originate from a Canadian 'Station Report' and if so contains information
 NC0683.licensed under the 'Open Government License - Canada'.
 NC0683
 NC0683.The horizontal coordinates were established by autonomous hand held GPS
 NC0683.observations and have an estimated accuracy of +/- 10 meters.
 NC0683
 NC0683.The orthometric height was determined by differential leveling and
 NC0683.adjusted by the NATIONAL GEODETIC SURVEY
 NC0683.in June 1991.
 NC0683
 NC0683.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC0683
 NC0683.Click photographs - Photos may exist for this station.
 NC0683
 NC0683.The dynamic height is computed by dividing the NAVD 88
 NC0683.geopotential number by the normal gravity value computed on the
 NC0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0683.degrees latitude (g = 980.6199 gals.).
 NC0683
 NC0683.The modeled gravity was interpolated from observed gravity values.
 NC0683
 NC0683
 NC0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6992751734(NAD 83)
 NC0683
 NC0683                          SUPERSEDED SURVEY CONTROL
 NC0683
 NC0683  NGVD 29 (??/??/92)  175.773  (m)          576.68   (f) ADJ UNCH    1 0
 NC0683
 NC0683.Superseded values are not recommended for survey control.
 NC0683
 NC0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0683.See file dsdata.pdf to determine how the superseded data were derived.
 NC0683
 NC0683_MARKER: DB = BENCH MARK DISK
 NC0683_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0683_SP_SET: PLATFORM
 NC0683_STAMPING: 3114 B 1977
 NC0683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NC0683+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1977
 NC0683
 NC0683  HISTORY     - Date     Condition        Report By
 NC0683  HISTORY     - 1977     MONUMENTED       NOS
 NC0683  HISTORY     - 19771015 GOOD             NGS
 NC0683
 NC0683                          STATION DESCRIPTION
 NC0683
 NC0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 NC0683'1.1 MI SW FROM FORT ERIE.
 NC0683'FROM THE WEST END OF THE PEACE BRIDGE IN CANADA, GO THROUGH THE
 NC0683'CUSTOMS BOOTHS AND BEAR RIGHT TO A SLIGHT CURVE TO WALNUT STREET,
 NC0683'THENCE 0.2 MILE EASTERLY ALONG WALNUT STREET TO THE JUNCTION
 NC0683'OF NIAGARA BOULEVARD, THENCE 0.9 MILE SOUTHWEST ALONG NIAGARA
 NC0683'BOULEVARD AND LAKESHORE DRIVE TO THE FORT ERIE WATER WORKS
 NC0683'BUILDING AT THE SOUTH SIDE OF BUILDING, 71.2 FEET NORTHEAST
 NC0683'OF THE TIDE GAGE BOX, WHICH WILL BE TAKEN OUT LATER, 0.6 FOOT
 NC0683'SOUTHWEST OF THE SOUTH CORNER OF THE MOST NORTHERLY OF TWO
 NC0683'RETAINING WALLS, 4.9 FEET NORTHWEST OF THE INNER EDGE OF THE
 NC0683'MOST SOUTHEAST RETAINING WALL, AND 7.0 FEET WEST OF THE TOP
 NC0683'STEP LEADING TO RIVER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NC0682 ***********************************************************************
 NC0682  DESIGNATION -  3114 C
 NC0682  PID         -  NC0682
 NC0682  STATE/COUNTY-  ON/NIAGARA
 NC0682  COUNTRY     -  CANADA
 NC0682  NTS MAPSHEET-  FORT ERIE (2020)
 NC0682
 NC0682                         *CURRENT SURVEY CONTROL
 NC0682  ______________________________________________________________________
 NC0682* NAD 83(1986) POSITION- 42 54 00.2    (N) 078 55 05.5    (W)   HD_HELD2
 NC0682* NAVD 88 ORTHO HEIGHT -   175.621 (meters)      576.18  (feet) ADJUSTED
 NC0682  ______________________________________________________________________
 NC0682  GEOID HEIGHT    -        -35.882 (meters)                     EGM08
 NC0682  DYNAMIC HEIGHT  -        175.574 (meters)      576.03  (feet) COMP
 NC0682  MODELED GRAVITY -    980,353.8   (mgal)                       NAVD 88
 NC0682
 NC0682  VERT ORDER      -  FIRST     CLASS 0
 NC0682
 NC0682.The positional and height information provided upon this datasheet are not
 NC0682.officially recognized by the Government of Canada, provincial governments
 NC0682.within Canada, nor are they intended to replace or substitute for them.
 NC0682.The intent of sharing this data is to allow access to positions or heights
 NC0682.recognized by the United States Government. Passive control that is used by
 NC0682.both nations may share the same or similar designations or descriptions but
 NC0682.do not share official positions or heights. The 'Station Description' may
 NC0682.originate from a Canadian 'Station Report' and if so contains information
 NC0682.licensed under the 'Open Government License - Canada'.
 NC0682
 NC0682.The horizontal coordinates were established by autonomous hand held GPS
 NC0682.observations and have an estimated accuracy of +/- 10 meters.
 NC0682
 NC0682.The orthometric height was determined by differential leveling and
 NC0682.adjusted by the NATIONAL GEODETIC SURVEY
 NC0682.in June 1991.
 NC0682
 NC0682.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC0682
 NC0682.Click photographs - Photos may exist for this station.
 NC0682
 NC0682.The dynamic height is computed by dividing the NAVD 88
 NC0682.geopotential number by the normal gravity value computed on the
 NC0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0682.degrees latitude (g = 980.6199 gals.).
 NC0682
 NC0682.The modeled gravity was interpolated from observed gravity values.
 NC0682
 NC0682
 NC0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6996251818(NAD 83)
 NC0682
 NC0682                          SUPERSEDED SURVEY CONTROL
 NC0682
 NC0682  NGVD 29 (??/??/92)  175.788  (m)          576.73   (f) ADJ UNCH    1 0
 NC0682
 NC0682.Superseded values are not recommended for survey control.
 NC0682
 NC0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0682.See file dsdata.pdf to determine how the superseded data were derived.
 NC0682
 NC0682_MARKER: DB = BENCH MARK DISK
 NC0682_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0682_SP_SET: RETAINING WALL
 NC0682_STAMPING: 3114 C 1977
 NC0682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0682
 NC0682  HISTORY     - Date     Condition        Report By
 NC0682  HISTORY     - 1977     MONUMENTED       NOS
 NC0682  HISTORY     - 19770711 GOOD             NGS
 NC0682
 NC0682                          STATION DESCRIPTION
 NC0682
 NC0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 NC0682'FORT ERIE.
 NC0682'FROM THE WEST END OF THE PEACE BRIDGE IN CANADA, GO THROUGH THE
 NC0682'CUSTOMS BOOTHS AND BEAR RIGHT TO A SLIGHT CURVE TO WALNUT STREET,
 NC0682'THENCE 0.2 MILE EASTERLY ALONG WALNUT STREET TO NIAGARA BOULEVARD,
 NC0682'THENCE 0.9 MILE SOUTHWEST ALONG NIAGARA BOULEVARD AND LAKESHORE
 NC0682'DRIVE TO THE FORT ERIE WATER WORKS BUILDING, AT THE NORTHEASTERLY
 NC0682'SIDE OF WATER WORKS BUILDING, SET IN TOP OF THE OUTSIDE EDGE OF A
 NC0682'RETAINING WALL, 343.0 FEET NORTHEAST OF BM 3114 B, 101.0 FEET
 NC0682'SOUTHEAST OF A LONE PINE TREE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NC0685 ***********************************************************************
 NC0685  DESIGNATION -  3114 D
 NC0685  PID         -  NC0685
 NC0685  STATE/COUNTY-  ON/NIAGARA
 NC0685  COUNTRY     -  CANADA
 NC0685  NTS MAPSHEET-  FORT ERIE (2020)
 NC0685
 NC0685                         *CURRENT SURVEY CONTROL
 NC0685  ______________________________________________________________________
 NC0685* NAD 83(1986) POSITION- 42 53 53.5    (N) 078 55 09.7    (W)   HD_HELD2
 NC0685* NAVD 88 ORTHO HEIGHT -   175.533 (meters)      575.89  (feet) ADJUSTED
 NC0685  ______________________________________________________________________
 NC0685  GEOID HEIGHT    -        -35.880 (meters)                     EGM08
 NC0685  DYNAMIC HEIGHT  -        175.487 (meters)      575.74  (feet) COMP
 NC0685  MODELED GRAVITY -    980,353.7   (mgal)                       NAVD 88
 NC0685
 NC0685  VERT ORDER      -  FIRST     CLASS 0
 NC0685
 NC0685.The positional and height information provided upon this datasheet are not
 NC0685.officially recognized by the Government of Canada, provincial governments
 NC0685.within Canada, nor are they intended to replace or substitute for them.
 NC0685.The intent of sharing this data is to allow access to positions or heights
 NC0685.recognized by the United States Government. Passive control that is used by
 NC0685.both nations may share the same or similar designations or descriptions but
 NC0685.do not share official positions or heights. The 'Station Description' may
 NC0685.originate from a Canadian 'Station Report' and if so contains information
 NC0685.licensed under the 'Open Government License - Canada'.
 NC0685
 NC0685.The horizontal coordinates were established by autonomous hand held GPS
 NC0685.observations and have an estimated accuracy of +/- 10 meters.
 NC0685
 NC0685.The orthometric height was determined by differential leveling and
 NC0685.adjusted by the NATIONAL GEODETIC SURVEY
 NC0685.in June 1991.
 NC0685
 NC0685.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC0685
 NC0685.Click photographs - Photos may exist for this station.
 NC0685
 NC0685.The dynamic height is computed by dividing the NAVD 88
 NC0685.geopotential number by the normal gravity value computed on the
 NC0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0685.degrees latitude (g = 980.6199 gals.).
 NC0685
 NC0685.The modeled gravity was interpolated from observed gravity values.
 NC0685
 NC0685
 NC0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6987151609(NAD 83)
 NC0685
 NC0685                          SUPERSEDED SURVEY CONTROL
 NC0685
 NC0685  NGVD 29 (??/??/92)  175.701  (m)          576.45   (f) ADJ UNCH    1 0
 NC0685
 NC0685.Superseded values are not recommended for survey control.
 NC0685
 NC0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0685.See file dsdata.pdf to determine how the superseded data were derived.
 NC0685
 NC0685_MARKER: DB = BENCH MARK DISK
 NC0685_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NC0685_SP_SET: PLATFORM
 NC0685_STAMPING: 3114 D 1977
 NC0685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0685
 NC0685  HISTORY     - Date     Condition        Report By
 NC0685  HISTORY     - 1977     MONUMENTED       NOS
 NC0685  HISTORY     - 19771015 GOOD             NGS
 NC0685
 NC0685                          STATION DESCRIPTION
 NC0685
 NC0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 NC0685'1.1 MI SW FROM FORT ERIE.
 NC0685'FROM THE WEST END OF THE PEACE BRIDGE IN CANADA, GO THROUGH
 NC0685'THE CUSTOMS BOOTHS AND BEAR RIGHT TO A SLIGHT CURVE TO WALNUT
 NC0685'STREET, THENCE 0.2 MILE EASTERLY ALONG WALNUT STREET TO NIAGARA
 NC0685'BOULEVARD, THENCE 0.9 MILE SOUTHWEST ALONG NIAGARA BOULEVARD AND
 NC0685'LAKESHORE DRIVE TO THE FORT ERIE WATER WORKS BUILDING, AT THE
 NC0685'SOUTH SIDE OF BUILDING, AT THE SECOND MOST SOUTHERLY SET OF
 NC0685'CONCRETE STEPS LEADING DOWN TO THE WATER, IN TOP OF A CONCRETE
 NC0685'PLATFORM, 0.5 FOOT SOUTHWEST OF THE SOUTH EDGE OF RETAINING
 NC0685'WALL, 239.4 FEET SOUTHWEST OF BM 3114 A, 2.0 FEET SOUTHEAST OF
 NC0685'THE NORTHWEST EDGE OF PLATFORM, AND 3.0 FEET NORTHWEST OF THE
 NC0685'INNER EDGE OF THE MOST SOUTHEASTERLY RETAINING WALL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NC0324 ***********************************************************************
 NC0324  DESIGNATION -  31U001
 NC0324  PID         -  NC0324
 NC0324  STATE/COUNTY-  ON/NIAGARA
 NC0324  COUNTRY     -  CANADA
 NC0324  NTS MAPSHEET-  FORT ERIE (2020)
 NC0324
 NC0324                         *CURRENT SURVEY CONTROL
 NC0324  ______________________________________________________________________
 NC0324* NAD 83(1986) POSITION- 42 55 42.7    (N) 078 54 48.6    (W)   HD_HELD2
 NC0324* NAVD 88 ORTHO HEIGHT -   176.772 (meters)      579.96  (feet) ADJUSTED
 NC0324  ______________________________________________________________________
 NC0324  GEOID HEIGHT    -        -35.937 (meters)                     EGM08
 NC0324  DYNAMIC HEIGHT  -        176.726 (meters)      579.81  (feet) COMP
 NC0324  MODELED GRAVITY -    980,356.3   (mgal)                       NAVD 88
 NC0324
 NC0324  VERT ORDER      -  FIRST     CLASS 0
 NC0324
 NC0324.The positional and height information provided upon this datasheet are not
 NC0324.officially recognized by the Government of Canada, provincial governments
 NC0324.within Canada, nor are they intended to replace or substitute for them.
 NC0324.The intent of sharing this data is to allow access to positions or heights
 NC0324.recognized by the United States Government. Passive control that is used by
 NC0324.both nations may share the same or similar designations or descriptions but
 NC0324.do not share official positions or heights. The 'Station Description' may
 NC0324.originate from a Canadian 'Station Report' and if so contains information
 NC0324.licensed under the 'Open Government License - Canada'.
 NC0324
 NC0324.The horizontal coordinates were established by autonomous hand held GPS
 NC0324.observations and have an estimated accuracy of +/- 10 meters.
 NC0324
 NC0324.The orthometric height was determined by differential leveling and
 NC0324.adjusted by the NATIONAL GEODETIC SURVEY
 NC0324.in June 1991.
 NC0324
 NC0324.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC0324
 NC0324.Click photographs - Photos may exist for this station.
 NC0324
 NC0324.The dynamic height is computed by dividing the NAVD 88
 NC0324.geopotential number by the normal gravity value computed on the
 NC0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0324.degrees latitude (g = 980.6199 gals.).
 NC0324
 NC0324.The modeled gravity was interpolated from observed gravity values.
 NC0324
 NC0324
 NC0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7026654989(NAD 83)
 NC0324
 NC0324                          SUPERSEDED SURVEY CONTROL
 NC0324
 NC0324  NGVD 29 (??/??/92)  176.939  (m)          580.51   (f) ADJ UNCH    1 0
 NC0324
 NC0324.Superseded values are not recommended for survey control.
 NC0324
 NC0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0324.See file dsdata.pdf to determine how the superseded data were derived.
 NC0324
 NC0324_MARKER: DB = BENCH MARK DISK
 NC0324_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NC0324_SP_SET: STONE ABUTMENT
 NC0324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0324
 NC0324  HISTORY     - Date     Condition        Report By
 NC0324  HISTORY     - UNK      MONUMENTED       USLS
 NC0324  HISTORY     - 1931     GOOD             USLS
 NC0324  HISTORY     - 1970     GOOD             USLS
 NC0324  HISTORY     - 1977     GOOD             NGS
 NC0324
 NC0324                          STATION DESCRIPTION
 NC0324
 NC0324'DESCRIBED BY US LAKE SURVEY 1931 (UNK)
 NC0324'RECOVERED IN GOOD CONDITION.
 NC0324
 NC0324                          STATION RECOVERY (1970)
 NC0324
 NC0324'RECOVERY NOTE BY US LAKE SURVEY 1970
 NC0324'IN FORT ERIE.
 NC0324'IS AT FORT ERIE, WELLAND COUNTY, ONTARIO, CANADA, IN WEST ABUTMENT OF
 NC0324'INTERNATIONAL RAILROAD BRIDGE OVER NIAGARA RIVER, IN FOURTH COURSE OF
 NC0324'STONE MASONRY BELOW BRIDGE SEAT, 30.0 FEET SOUTH OF NORTHEAST CORNER
 NC0324'OF ABUTMENT, 24 FEET WEST OF CENTERLINE OF NIAGARA BOULEVARD, 1.7 FEET
 NC0324'NORTH OF SOUTHEAST CORNER AND IN EAST FACE OF ABUTMENT, 2 1/2 FEET
 NC0324'ABOVE THE SIDEWALK, BEING HORIZONTAL LINE OF CROSS ON BRONZE DISC SET
 NC0324'INTO THE STONE.  C.B.M. MMDLXXVI IS 2.3 FEET BELOW THIS MARK.
 NC0324
 NC0324                          STATION RECOVERY (1977)
 NC0324
 NC0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NC0324'FROM THE WEST END OF PEACE BRIDGE IN FORT ERIE, CANADA, PASS
 NC0324'THROUGH THE CUSTOM BOOTHS AND BEAR RIGHT TO A CURVE TO WALNUT
 NC0324'STREET, THENCE 0.2 MILE EASTERLY ALONG WALNUT STREET, THENCE
 NC0324'1.5 MILE NORTHWEST ALONG NIAGARA BOULEVARD, SET VERTICALLY IN
 NC0324'THE INTERNATIONAL RAILROAD BRIDGE, 29.2 FEET SOUTH OF THE NORTHEAST
 NC0324'CORNER OF ABUTMENT, 1.9 FEET NORTH OF THE SOUTHEAST CORNER, 22.7
 NC0324'FEET WEST OF THE CENTERLINE OF NIAGARA BOULEVARD, AND 5.6 FEET
 NC0324'WEST OF A STEEL GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NC0349 ***********************************************************************
 NC0349  DESIGNATION -  31U002
 NC0349  PID         -  NC0349
 NC0349  STATE/COUNTY-  ON/NIAGARA
 NC0349  COUNTRY     -  CANADA
 NC0349  NTS MAPSHEET-  FORT ERIE (2020)
 NC0349
 NC0349                         *CURRENT SURVEY CONTROL
 NC0349  ______________________________________________________________________
 NC0349* NAD 83(1986) POSITION- 42 54 27.4    (N) 078 54 37.8    (W)   HD_HELD2
 NC0349* NAVD 88 ORTHO HEIGHT -   175.721 (meters)      576.51  (feet) ADJUSTED
 NC0349  ______________________________________________________________________
 NC0349  GEOID HEIGHT    -        -35.891 (meters)                     EGM08
 NC0349  DYNAMIC HEIGHT  -        175.675 (meters)      576.36  (feet) COMP
 NC0349  MODELED GRAVITY -    980,354.3   (mgal)                       NAVD 88
 NC0349
 NC0349  VERT ORDER      -  FIRST     CLASS 0
 NC0349
 NC0349.The positional and height information provided upon this datasheet are not
 NC0349.officially recognized by the Government of Canada, provincial governments
 NC0349.within Canada, nor are they intended to replace or substitute for them.
 NC0349.The intent of sharing this data is to allow access to positions or heights
 NC0349.recognized by the United States Government. Passive control that is used by
 NC0349.both nations may share the same or similar designations or descriptions but
 NC0349.do not share official positions or heights. The 'Station Description' may
 NC0349.originate from a Canadian 'Station Report' and if so contains information
 NC0349.licensed under the 'Open Government License - Canada'.
 NC0349
 NC0349.The horizontal coordinates were established by autonomous hand held GPS
 NC0349.observations and have an estimated accuracy of +/- 10 meters.
 NC0349
 NC0349.The orthometric height was determined by differential leveling and
 NC0349.adjusted by the NATIONAL GEODETIC SURVEY
 NC0349.in June 1991.
 NC0349
 NC0349.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC0349
 NC0349.Click photographs - Photos may exist for this station.
 NC0349
 NC0349.The dynamic height is computed by dividing the NAVD 88
 NC0349.geopotential number by the normal gravity value computed on the
 NC0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0349.degrees latitude (g = 980.6199 gals.).
 NC0349
 NC0349.The modeled gravity was interpolated from observed gravity values.
 NC0349
 NC0349
 NC0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7056952673(NAD 83)
 NC0349
 NC0349                          SUPERSEDED SURVEY CONTROL
 NC0349
 NC0349  NGVD 29 (??/??/92)  175.881  (m)          577.04   (f) ADJ UNCH    1 0
 NC0349
 NC0349.Superseded values are not recommended for survey control.
 NC0349
 NC0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0349.See file dsdata.pdf to determine how the superseded data were derived.
 NC0349
 NC0349_MARKER: DB = BENCH MARK DISK
 NC0349_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0349_SP_SET: ABUTMENT
 NC0349_MARK LOGO: USLS
 NC0349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0349_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NC0349+SATELLITE: SATELLITE OBSERVATIONS - 1931
 NC0349
 NC0349  HISTORY     - Date     Condition        Report By
 NC0349  HISTORY     - UNK      MONUMENTED       USLS
 NC0349  HISTORY     - 1931     GOOD             CGS
 NC0349  HISTORY     - 1970     GOOD             USLS
 NC0349
 NC0349                          STATION DESCRIPTION
 NC0349
 NC0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (UNK)
 NC0349'THE TABLET IS LOCATED ABOUT 95.8 KM (59.5 MI) SOUTH-SOUTHEAST OF
 NC0349'TORONTO, 85.9 KM (53.4 MI) EAST-SOUTHEAST OF HAMILTON, 37.3 KM (23.2
 NC0349'MI) SOUTHEAST OF ST CATHARINES AND 26.4 KM (16.4 MI) SOUTH-SOUTHEAST
 NC0349'OF NIAGARA FALLS.
 NC0349'
 NC0349'THE TABLET IS LOCATED AT THE WEST OR CANADIAN END OF THE PEACE BRIDGE.
 NC0349'THE TABLET IS FOUND IN THE BRIDGE SEAT OF THE CONCRETE ABUTMENT OF THE
 NC0349'FIRST ARCH SPAN, 1.2 M (3.9 FT) FROM NORTH EDGE, 6 CM (2 INCHES) FROM
 NC0349'A BEVELED CORNER OF BED OF THE STEEL WORK AND 90 CM (35 INCHES) NORTH
 NC0349'OF THE STEEL WORK.
 NC0349
 NC0349                          STATION RECOVERY (1970)
 NC0349
 NC0349'RECOVERY NOTE BY US LAKE SURVEY 1970
 NC0349'IN FORT ERIE.
 NC0349'IS A FORT ERIE, WELLAND COUNTY, ONTARIO CANADA, ON FOUNDATION OF
 NC0349'SKEWBACK ABUTMENT OF WEST ARCH SPAN OF PEACE BRIDGE OVER NIAGARA
 NC0349'RIVER, 4.0 FEET SOUTH AND 0.7 FOOT WEST OF NORTHEAST CORNER OF
 NC0349'FOUNDATION, 2.4 FEET NORTH AND 0.8 FOOT WEST OF PLUMB LINE SUSPENDED
 NC0349'FROM CENTER OF HINGE PIN OF ARCH, 0.2 FOOT EAST OF SLOPING FACE AND ON
 NC0349'LINE WITH NORTH FACE OF ABUTMENT TO WHICH HINGE PLATE IS FASTENED, 1
 NC0349'FOOT BELOW THE GROUND SURFACE, BEING HIGHEST POINT OVER CROSS AT
 NC0349'CENTER OF BRONZE DISC SET INTO THE CONCRETE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 OG0225 ***********************************************************************
 OG0225  DESIGNATION -  31U1996
 OG0225  PID         -  OG0225
 OG0225  STATE/COUNTY-  ON/NIAGARA
 OG0225  COUNTRY     -  CANADA
 OG0225  NTS MAPSHEET-  NIAGARA (2020)
 OG0225
 OG0225                         *CURRENT SURVEY CONTROL
 OG0225  ______________________________________________________________________
 OG0225* NAD 83(1986) POSITION- 43 05 25.79   (N) 079 04 24.68   (W)   HD_HELD1
 OG0225* NAVD 88 ORTHO HEIGHT -   167.046 (meters)      548.05  (feet) ADJUSTED
 OG0225  ______________________________________________________________________
 OG0225  GEOID HEIGHT    -        -36.343 (meters)                     EGM08
 OG0225  DYNAMIC HEIGHT  -        167.004 (meters)      547.91  (feet) COMP
 OG0225  MODELED GRAVITY -    980,370.7   (mgal)                       NAVD 88
 OG0225
 OG0225  VERT ORDER      -  FIRST     CLASS 0
 OG0225
 OG0225.The positional and height information provided upon this datasheet are not
 OG0225.officially recognized by the Government of Canada, provincial governments
 OG0225.within Canada, nor are they intended to replace or substitute for them.
 OG0225.The intent of sharing this data is to allow access to positions or heights
 OG0225.recognized by the United States Government. Passive control that is used by
 OG0225.both nations may share the same or similar designations or descriptions but
 OG0225.do not share official positions or heights. The 'Station Description' may
 OG0225.originate from a Canadian 'Station Report' and if so contains information
 OG0225.licensed under the 'Open Government License - Canada'.
 OG0225
 OG0225.The horizontal coordinates were determined by differentially corrected
 OG0225.hand held GPS observations or other comparable positioning techniques
 OG0225.and have an estimated accuracy of +/- 3 meters.
 OG0225
 OG0225.The orthometric height was determined by differential leveling and
 OG0225.adjusted by the NATIONAL GEODETIC SURVEY
 OG0225.in June 1991.
 OG0225
 OG0225.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0225
 OG0225.Click photographs - Photos may exist for this station.
 OG0225
 OG0225.The dynamic height is computed by dividing the NAVD 88
 OG0225.geopotential number by the normal gravity value computed on the
 OG0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0225.degrees latitude (g = 980.6199 gals.).
 OG0225
 OG0225.The modeled gravity was interpolated from observed gravity values.
 OG0225
 OG0225
 OG0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5679572665(NAD 83)
 OG0225
 OG0225                          SUPERSEDED SURVEY CONTROL
 OG0225
 OG0225.No superseded survey control is available for this station.
 OG0225
 OG0225_MARKER: DB = BENCH MARK DISK
 OG0225_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OG0225_SP_SET: PIER
 OG0225_STAMPING: 1996
 OG0225_MARK LOGO: GSC
 OG0225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OG0225
 OG0225  HISTORY     - Date     Condition        Report By
 OG0225  HISTORY     - 1931     MONUMENTED       GSC
 OG0225  HISTORY     - 1970     GOOD             USLS
 OG0225  HISTORY     - 1977     GOOD             NGS
 OG0225  HISTORY     - 20110818 GOOD             GEOCAC
 OG0225
 OG0225                          STATION DESCRIPTION
 OG0225
 OG0225'DESCRIBED BY US LAKE SURVEY 1970
 OG0225'IN NIAGARA FALLS.
 OG0225'FUNDAMENTAL BENCH MARK IN QUEEN VICTORIA PARK, OPPOSITE FOXHEAD INN,
 OG0225'21 FEET SOUTH OF NORTHERLY BOUNDARY OF PARK AND 22 FEET WEST OF
 OG0225'WESTERLY GATE-POST OF MOWAT GATE, TABLET IN TOP OF PIER.
 OG0225
 OG0225                          STATION RECOVERY (1977)
 OG0225
 OG0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OG0225'RECOVERED IN GOOD CONDITION.
 OG0225
 OG0225                          STATION RECOVERY (2011)
 OG0225
 OG0225'RECOVERY NOTE BY GEOCACHING 2011 (EJK)
 OG0225'PIER HAS BEGUN TO CRACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NC0352 ***********************************************************************
 NC0352  DESIGNATION -  31U1997
 NC0352  PID         -  NC0352
 NC0352  STATE/COUNTY-  ON/NIAGARA
 NC0352  COUNTRY     -  CANADA
 NC0352  NTS MAPSHEET-  FORT ERIE (2020)
 NC0352
 NC0352                         *CURRENT SURVEY CONTROL
 NC0352  ______________________________________________________________________
 NC0352* NAD 83(1986) POSITION- 42 54 27.4    (N) 078 54 37.8    (W)   HD_HELD2
 NC0352* NAVD 88 ORTHO HEIGHT -   176.901 (meters)      580.38  (feet) ADJUSTED
 NC0352  ______________________________________________________________________
 NC0352  GEOID HEIGHT    -        -35.891 (meters)                     EGM08
 NC0352  DYNAMIC HEIGHT  -        176.854 (meters)      580.23  (feet) COMP
 NC0352  MODELED GRAVITY -    980,354.3   (mgal)                       NAVD 88
 NC0352
 NC0352  VERT ORDER      -  FIRST     CLASS 0
 NC0352
 NC0352.The positional and height information provided upon this datasheet are not
 NC0352.officially recognized by the Government of Canada, provincial governments
 NC0352.within Canada, nor are they intended to replace or substitute for them.
 NC0352.The intent of sharing this data is to allow access to positions or heights
 NC0352.recognized by the United States Government. Passive control that is used by
 NC0352.both nations may share the same or similar designations or descriptions but
 NC0352.do not share official positions or heights. The 'Station Description' may
 NC0352.originate from a Canadian 'Station Report' and if so contains information
 NC0352.licensed under the 'Open Government License - Canada'.
 NC0352
 NC0352.The horizontal coordinates were established by autonomous hand held GPS
 NC0352.observations and have an estimated accuracy of +/- 10 meters.
 NC0352
 NC0352.The orthometric height was determined by differential leveling and
 NC0352.adjusted by the NATIONAL GEODETIC SURVEY
 NC0352.in June 1991.
 NC0352
 NC0352.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC0352
 NC0352.Click photographs - Photos may exist for this station.
 NC0352
 NC0352.The dynamic height is computed by dividing the NAVD 88
 NC0352.geopotential number by the normal gravity value computed on the
 NC0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0352.degrees latitude (g = 980.6199 gals.).
 NC0352
 NC0352.The modeled gravity was interpolated from observed gravity values.
 NC0352
 NC0352
 NC0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7056952673(NAD 83)
 NC0352
 NC0352                          SUPERSEDED SURVEY CONTROL
 NC0352
 NC0352  NGVD 29 (??/??/92)  177.068  (m)          580.93   (f) ADJ UNCH    1 0
 NC0352
 NC0352.Superseded values are not recommended for survey control.
 NC0352
 NC0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0352.See file dsdata.pdf to determine how the superseded data were derived.
 NC0352
 NC0352_MARKER: Z = SEE DESCRIPTION
 NC0352_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NC0352_SP_SET: BRIDGE
 NC0352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NC0352_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NC0352+SATELLITE: SATELLITE OBSERVATIONS - 1931
 NC0352
 NC0352  HISTORY     - Date     Condition        Report By
 NC0352  HISTORY     - UNK      MONUMENTED       IBC
 NC0352  HISTORY     - 1931     GOOD             GSC
 NC0352  HISTORY     - 1970     GOOD             USLS
 NC0352  HISTORY     - 1977     GOOD             NGS
 NC0352
 NC0352                          STATION DESCRIPTION
 NC0352
 NC0352'DESCRIBED BY GEODETIC SURVEY OF CANADA 1931 (UNK)
 NC0352'THE MARK IS LOCATED ABOUT 95.8 KM (59.5 MI) SOUTH-SOUTHEAST OF
 NC0352'TORONTO, 85.9 KM (53.4 MI) EAST-SOUTHEAST OF HAMILTON, 37.3 KM (23.2
 NC0352'MI) SOUTHEAST OF ST CATHARINES, 26.4 KM (16.4 MI) SOUTH-SOUTHEAST OF
 NC0352'NIAGARA FALLS IN FORT ERIE.
 NC0352'
 NC0352'THE MARK IS LOCATED AT THE WEST OR CANADIAN END OF THE PEACE BRIDGE
 NC0352'OVER THE NIAGARA RIVER.
 NC0352'
 NC0352'THE MARK IS A RECTANGULAR BENCH MARK PLATE ATTACHED TO NORTH FACE OF
 NC0352'CONCRETE ABUTMENT OF FIRST ARCH SPAN, 21 CM (8 INCHES) FROM WEST EDGE
 NC0352'OF ABUTMENT AND 90 CM (35 INCHES) ABOVE GROUND.
 NC0352
 NC0352                          STATION RECOVERY (1970)
 NC0352
 NC0352'RECOVERY NOTE BY US LAKE SURVEY 1970
 NC0352'IN FORT ERIE.
 NC0352'PEACE BRIDGE OVER NIAGARA RIVER, WEST OR CANADIAN END, RECTANGULAR
 NC0352'BENCH MARK PLATE ATTACHED TO NORTH FACE OF CONCRETE ABUTMENT OF FIRST
 NC0352'ARCH SPAN, 0.7 FOOT FROM WEST EDGE OF ABUTMENT AND 3 FEET ABOVE
 NC0352'GROUND.
 NC0352
 NC0352                          STATION RECOVERY (1977)
 NC0352
 NC0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NC0352'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NC0355 ***********************************************************************
 NC0355  DESIGNATION -  31U1998
 NC0355  PID         -  NC0355
 NC0355  STATE/COUNTY-  ON/NIAGARA
 NC0355  COUNTRY     -  CANADA
 NC0355  NTS MAPSHEET-  FORT ERIE (2020)
 NC0355
 NC0355                         *CURRENT SURVEY CONTROL
 NC0355  ______________________________________________________________________
 NC0355* NAD 83(1986) POSITION- 42 53 36.8    (N) 078 55 26.8    (W)   HD_HELD2
 NC0355* NAVD 88 ORTHO HEIGHT -   181.251 (meters)      594.65  (feet) ADJUSTED
 NC0355  ______________________________________________________________________
 NC0355  GEOID HEIGHT    -        -35.874 (meters)                     EGM08
 NC0355  DYNAMIC HEIGHT  -        181.203 (meters)      594.50  (feet) COMP
 NC0355  MODELED GRAVITY -    980,353.4   (mgal)                       NAVD 88
 NC0355
 NC0355  VERT ORDER      -  FIRST     CLASS 0
 NC0355
 NC0355.The positional and height information provided upon this datasheet are not
 NC0355.officially recognized by the Government of Canada, provincial governments
 NC0355.within Canada, nor are they intended to replace or substitute for them.
 NC0355.The intent of sharing this data is to allow access to positions or heights
 NC0355.recognized by the United States Government. Passive control that is used by
 NC0355.both nations may share the same or similar designations or descriptions but
 NC0355.do not share official positions or heights. The 'Station Description' may
 NC0355.originate from a Canadian 'Station Report' and if so contains information
 NC0355.licensed under the 'Open Government License - Canada'.
 NC0355
 NC0355.The horizontal coordinates were established by autonomous hand held GPS
 NC0355.observations and have an estimated accuracy of +/- 10 meters.
 NC0355
 NC0355.The orthometric height was determined by differential leveling and
 NC0355.adjusted by the NATIONAL GEODETIC SURVEY
 NC0355.in June 1991.
 NC0355
 NC0355.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC0355
 NC0355.Click photographs - Photos may exist for this station.
 NC0355
 NC0355.The dynamic height is computed by dividing the NAVD 88
 NC0355.geopotential number by the normal gravity value computed on the
 NC0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0355.degrees latitude (g = 980.6199 gals.).
 NC0355
 NC0355.The modeled gravity was interpolated from observed gravity values.
 NC0355
 NC0355
 NC0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6949651084(NAD 83)
 NC0355
 NC0355                          SUPERSEDED SURVEY CONTROL
 NC0355
 NC0355  NGVD 29 (??/??/92)  181.419  (m)          595.21   (f) ADJ UNCH    1 0
 NC0355
 NC0355.Superseded values are not recommended for survey control.
 NC0355
 NC0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0355.See file dsdata.pdf to determine how the superseded data were derived.
 NC0355
 NC0355_MARKER: DD = SURVEY DISK
 NC0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0355_SP_SET: PIER
 NC0355_STAMPING: 1998
 NC0355_MARK LOGO: GSC
 NC0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0355+STABILITY: SURFACE MOTION
 NC0355
 NC0355  HISTORY     - Date     Condition        Report By
 NC0355  HISTORY     - UNK      MONUMENTED       IBC
 NC0355  HISTORY     - 1970     GOOD             USLS
 NC0355  HISTORY     - 1977     GOOD             NGS
 NC0355  HISTORY     - 1988     GOOD             CADNR
 NC0355  HISTORY     - 20130926 GOOD             BASE9
 NC0355
 NC0355                          STATION DESCRIPTION
 NC0355
 NC0355'DESCRIBED BY US LAKE SURVEY 1970
 NC0355'IN FORT ERIE.
 NC0355'FUNDAMENTAL BENCH MARK, IN GROUNDS OF OLD FORT ERIE, 1.0 MILE SOUTH OF
 NC0355'PEACE BRIDGE, WITHIN THE FORT ENCLOSURE, 600 FEET SOUTH OF MAIN
 NC0355'ENTRANCE AND 30 FEET EAST OF STONE WALL OF MOAT BETWEEN NORTHWEST AND
 NC0355'SOUTHWEST BASTIONS, TABLET IN TOP OF PIER.
 NC0355
 NC0355                          STATION RECOVERY (1977)
 NC0355
 NC0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NC0355'FROM THE WEST END OF THE PEACE BRIDGE IN CANADA, GO THROUGH THE
 NC0355'CUSTOMS BOOTHS AND BEAR RIGHT TO A SLIGHT CURVE TO WALNUT STREET,
 NC0355'THENCE 0.2 MILE EASTERLY ALONG WALNUT STREET TO NIAGARA BOULEVARD,
 NC0355'THENCE 1.3 MILES SOUTHWEST ALONG NIAGARA BOULEVARD AND LAKESHORE
 NC0355'DRIVE TO THE MAIN ENTRANCE TO THE OLD FORT ERIE, ABOUT 600 FEET
 NC0355'SOUTH AND ON THE INSIDE OF FORT, 41.5 FEET SOUTH OF THE SOUTH
 NC0355'CORNER OF THE NORTH STONE WALL JUST SOUTHWEST OF THE PAVILION,
 NC0355'29.4 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A STONE RETAINING
 NC0355'WALL, AND 21.8 FEET NORTH OF A 24 INCH MAPLE TREE, WHICH IS THE
 NC0355'MIDDLE TREE OF THREE, SET IN TOP OF A 1 1/2 BY 1 1/2 FOOT
 NC0355'CONCRETE SQUARE MONUMENT.
 NC0355
 NC0355                          STATION RECOVERY (1988)
 NC0355
 NC0355'RECOVERY NOTE BY CANADIAN DEPT NAT RES 1988 (UNK)
 NC0355'THE MARK IS LOCATED ABOUT 96.8 KM (60.2 MI) SOUTH-SOUTHEAST OF
 NC0355'TORONTO, 85.7 KM (53.3 MI) EAST-SOUTHEAST OF HAMILTON, 38.0 KM (23.6
 NC0355'MI) SOUTH-SOUTHEAST OF ST CATHARINES AND 27.2 KM (16.9 MI)
 NC0355'SOUTH-SOUTHEAST OF NIAGARA FALLS.
 NC0355'
 NC0355'THE MARK IS FOUND IN THE GROUNDS OF OLD FORT ERIE, 1.6 KM (1.0 MI)
 NC0355'SOUTH OF PEACE BRIDGE, WITHIN FORT ENCLOSURE.
 NC0355'
 NC0355'THE MARK IS SET 183 M (600.4 FT) SOUTH OF MAIN ENTRANCE, 9.1 M (29.9
 NC0355'FT) EAST OF A STONE WALL OF THE MOA, T BETWEEN NORTHWEST AND SOUTHWEST
 NC0355'BASTIONS.
 NC0355
 NC0355                          STATION RECOVERY (2013)
 NC0355
 NC0355'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2013 (DRD)
 NC0355'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 OG0250 ***********************************************************************
 OG0250  DESIGNATION -  3542
 OG0250  PID         -  OG0250
 OG0250  STATE/COUNTY-  ON/NIAGARA
 OG0250  COUNTRY     -  CANADA
 OG0250  NTS MAPSHEET-  NIAGARA (2020)
 OG0250
 OG0250                         *CURRENT SURVEY CONTROL
 OG0250  ______________________________________________________________________
 OG0250* NAD 83(1986) POSITION- 43 09 20.     (N) 079 02 59.     (W)   SCALED
 OG0250* NAVD 88 ORTHO HEIGHT -   180.647 (meters)      592.67  (feet) ADJUSTED
 OG0250  ______________________________________________________________________
 OG0250  GEOID HEIGHT    -        -36.510 (meters)                     EGM08
 OG0250  DYNAMIC HEIGHT  -        180.604 (meters)      592.53  (feet) COMP
 OG0250  MODELED GRAVITY -    980,379.8   (mgal)                       NAVD 88
 OG0250
 OG0250  VERT ORDER      -  FIRST     CLASS 0
 OG0250
 OG0250.The positional and height information provided upon this datasheet are not
 OG0250.officially recognized by the Government of Canada, provincial governments
 OG0250.within Canada, nor are they intended to replace or substitute for them.
 OG0250.The intent of sharing this data is to allow access to positions or heights
 OG0250.recognized by the United States Government. Passive control that is used by
 OG0250.both nations may share the same or similar designations or descriptions but
 OG0250.do not share official positions or heights. The 'Station Description' may
 OG0250.originate from a Canadian 'Station Report' and if so contains information
 OG0250.licensed under the 'Open Government License - Canada'.
 OG0250
 OG0250.The horizontal coordinates were scaled from a map and have
 OG0250.an estimated accuracy of +/- 6 seconds.
 OG0250
 OG0250.The orthometric height was determined by differential leveling and
 OG0250.adjusted by the NATIONAL GEODETIC SURVEY
 OG0250.in June 1991.
 OG0250
 OG0250.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0250
 OG0250.Click photographs - Photos may exist for this station.
 OG0250
 OG0250.The dynamic height is computed by dividing the NAVD 88
 OG0250.geopotential number by the normal gravity value computed on the
 OG0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0250.degrees latitude (g = 980.6199 gals.).
 OG0250
 OG0250.The modeled gravity was interpolated from observed gravity values.
 OG0250
 OG0250
 OG0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH585799(NAD 83)
 OG0250
 OG0250                          SUPERSEDED SURVEY CONTROL
 OG0250
 OG0250.No superseded survey control is available for this station.
 OG0250
 OG0250_MARKER: DB = BENCH MARK DISK
 OG0250_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OG0250_SP_SET: WALL
 OG0250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0250
 OG0250  HISTORY     - Date     Condition        Report By
 OG0250  HISTORY     - UNK      MONUMENTED       GSC
 OG0250  HISTORY     - 1970     GOOD             USLS
 OG0250  HISTORY     - 1977     GOOD             NGS
 OG0250
 OG0250                          STATION DESCRIPTION
 OG0250
 OG0250'DESCRIBED BY US LAKE SURVEY 1970
 OG0250'IN ONTARIO.
 OG0250'A BENCH MARK ESTABLISHED BY THE GEODETIC SURVEY OF CANADA, IS IN
 OG0250'LINCOLN COUNTY, ONTARIO, CANADA JUST NORTHWEST OF WEST END OF
 OG0250'LEWISTON-QUEENSTON BRIDGE ON WEST FACE OF THE CUSTOMS EXAMINING
 OG0250'WAREHOUSE, 26.4 FEET NORTHEASTERLY OF A FIRE HYDRANT, 23.9 FEET
 OG0250'EASTERLY OF A 6-INCH MAPLE, 6.1 FEET SOUTHEAST OF OUTSIDE EDGE OF A
 OG0250'5-FOOT DEEP WINDOW WELL, 5.3 FEET NORTHEASTERLY OF THE MAIN ENTRANCE
 OG0250'PLATFORM, 1/2-FOOT ABOVE THE GROUND SURFACE, BEING HORIZONTAL LINE OF
 OG0250'CROSS ON BRONZE DISK SET INTO THE CONCRETE WALL.
 OG0250
 OG0250                          STATION RECOVERY (1977)
 OG0250
 OG0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OG0250'FROM WEST OR CANADIAN END OF LEWISTON-QUEENSTON BRIDGE 0.2 MILES
 OG0250'NORTH TO CUSTOMS EXAMINING WAREHOUSE BUILDING, SET VERTICALLY IN
 OG0250'SOUTH CONCRETE FOUNDATION WALL, 5 FEET WEST OF MAIN ENTRANCE
 OG0250'PLATFORM, 6 FEET EAST OF A RETAINING WALL WHERE A WALL OF WINDOWS
 OG0250'BEGIN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 SZ0032 ***********************************************************************
 SZ0032  DESIGNATION -  39 U 346 E
 SZ0032  PID         -  SZ0032
 SZ0032  STATE/COUNTY-  ON/THUNDER BAY
 SZ0032  COUNTRY     -  CANADA
 SZ0032  NTS MAPSHEET-  THUNDER BAY (2020)
 SZ0032
 SZ0032                         *CURRENT SURVEY CONTROL
 SZ0032  ______________________________________________________________________
 SZ0032* NAD 83(1986) POSITION- 48 24 30.     (N) 089 13 36.     (W)   SCALED
 SZ0032* NAVD 88 ORTHO HEIGHT -   185.283 (meters)      607.88  (feet) ADJUSTED
 SZ0032  ______________________________________________________________________
 SZ0032  GEOID HEIGHT    -        -36.329 (meters)                     EGM08
 SZ0032  DYNAMIC HEIGHT  -        185.321 (meters)      608.01  (feet) COMP
 SZ0032  MODELED GRAVITY -    980,812.2   (mgal)                       NAVD 88
 SZ0032
 SZ0032  VERT ORDER      -  FIRST     CLASS II
 SZ0032
 SZ0032.The positional and height information provided upon this datasheet are not
 SZ0032.officially recognized by the Government of Canada, provincial governments
 SZ0032.within Canada, nor are they intended to replace or substitute for them.
 SZ0032.The intent of sharing this data is to allow access to positions or heights
 SZ0032.recognized by the United States Government. Passive control that is used by
 SZ0032.both nations may share the same or similar designations or descriptions but
 SZ0032.do not share official positions or heights. The 'Station Description' may
 SZ0032.originate from a Canadian 'Station Report' and if so contains information
 SZ0032.licensed under the 'Open Government License - Canada'.
 SZ0032
 SZ0032.The horizontal coordinates were scaled from a map and have
 SZ0032.an estimated accuracy of +/- 6 seconds.
 SZ0032
 SZ0032.The orthometric height was determined by differential leveling and
 SZ0032.adjusted by the NATIONAL GEODETIC SURVEY
 SZ0032.in June 1991.
 SZ0032
 SZ0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 SZ0032
 SZ0032.Click photographs - Photos may exist for this station.
 SZ0032
 SZ0032.The dynamic height is computed by dividing the NAVD 88
 SZ0032.geopotential number by the normal gravity value computed on the
 SZ0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SZ0032.degrees latitude (g = 980.6199 gals.).
 SZ0032
 SZ0032.The modeled gravity was interpolated from observed gravity values.
 SZ0032
 SZ0032
 SZ0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16UCU352640(NAD 83)
 SZ0032
 SZ0032                          SUPERSEDED SURVEY CONTROL
 SZ0032
 SZ0032.No superseded survey control is available for this station.
 SZ0032
 SZ0032_MARKER: DD = SURVEY DISK
 SZ0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SZ0032_STAMPING: 39U346 E
 SZ0032_MARK LOGO: GSC
 SZ0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SZ0032+STABILITY: SURFACE MOTION
 SZ0032
 SZ0032  HISTORY     - Date     Condition        Report By
 SZ0032  HISTORY     - 1939     MONUMENTED       GSC
 SZ0032  HISTORY     - 1980     GOOD             NOS
 SZ0032
 SZ0032                          STATION DESCRIPTION
 SZ0032
 SZ0032'DESCRIBED BY NATIONAL OCEAN SERVICE 1980
 SZ0032'IN THUNDER BAY.
 SZ0032'THIS BENCH MARK IS AT THE WATER LEVEL MONITORING STATION IN THUNDER
 SZ0032'BAY, ONTARIO, CANADA.  HEIGHT ABOVE NAVD88 IS AVAILABLE FROM THE
 SZ0032'CANADIAN GEODETIC SURVEY, AND ABOVE IGLD80 FROM THE CANADIAN
 SZ0032'HYDROGRAPHIC SERVICE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DL5255 ***********************************************************************
 DL5255  DESIGNATION -  3906
 DL5255  PID         -  DL5255
 DL5255  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 DL5255  COUNTRY     -  CANADA
 DL5255  NTS MAPSHEET-  CORNWALL (2020)
 DL5255
 DL5255                         *CURRENT SURVEY CONTROL
 DL5255  ______________________________________________________________________
 DL5255* NAD 83(1986) POSITION- 45 00 27.93   (N) 074 47 34.93   (W)   HD_HELD1
 DL5255* NAVD 88 ORTHO HEIGHT -    77.923 (meters)      255.65  (feet) ADJUSTED
 DL5255  ______________________________________________________________________
 DL5255  GEOID HEIGHT    -        -31.516 (meters)                     EGM08
 DL5255  DYNAMIC HEIGHT  -         77.922 (meters)      255.65  (feet) COMP
 DL5255  MODELED GRAVITY -    980,598.7   (mgal)                       NAVD 88
 DL5255
 DL5255  VERT ORDER      -  FIRST     CLASS II
 DL5255
 DL5255.The positional and height information provided upon this datasheet are not
 DL5255.officially recognized by the Government of Canada, provincial governments
 DL5255.within Canada, nor are they intended to replace or substitute for them.
 DL5255.The intent of sharing this data is to allow access to positions or heights
 DL5255.recognized by the United States Government. Passive control that is used by
 DL5255.both nations may share the same or similar designations or descriptions but
 DL5255.do not share official positions or heights. The 'Station Description' may
 DL5255.originate from a Canadian 'Station Report' and if so contains information
 DL5255.licensed under the 'Open Government License - Canada'.
 DL5255
 DL5255.The horizontal coordinates were determined by differentially corrected
 DL5255.hand held GPS observations or other comparable positioning techniques
 DL5255.and have an estimated accuracy of +/- 3 meters.
 DL5255
 DL5255.The orthometric height was determined by differential leveling and
 DL5255.adjusted by the NATIONAL GEODETIC SURVEY
 DL5255.in March 2024.
 DL5255
 DL5255.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5255
 DL5255.Click photographs - Photos may exist for this station.
 DL5255
 DL5255.The dynamic height is computed by dividing the NAVD 88
 DL5255.geopotential number by the normal gravity value computed on the
 DL5255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5255.degrees latitude (g = 980.6199 gals.).
 DL5255
 DL5255.The modeled gravity was interpolated from observed gravity values.
 DL5255
 DL5255
 DL5255_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1630983833(NAD 83)
 DL5255
 DL5255                          SUPERSEDED SURVEY CONTROL
 DL5255
 DL5255  NAVD 88 (10/14/09)   77.910  (m)          255.61   (f) SUPERSEDED  1 2
 DL5255
 DL5255.Superseded values are not recommended for survey control.
 DL5255
 DL5255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5255.See file dsdata.pdf to determine how the superseded data were derived.
 DL5255
 DL5255_MARKER: DW = HYDROGRAPHIC STATION DISK
 DL5255_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL5255_SP_SET: DAM DECK HEADWORKS
 DL5255_STAMPING: 3906 1958
 DL5255_MARK LOGO: CHS
 DL5255_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5255+STABILITY: SURFACE MOTION
 DL5255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5255+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2022
 DL5255
 DL5255  HISTORY     - Date     Condition        Report By
 DL5255  HISTORY     - 1958     MONUMENTED       ONTAPW
 DL5255  HISTORY     - 20220912 GOOD             NGS
 DL5255
 DL5255                          STATION DESCRIPTION
 DL5255
 DL5255'DESCRIBED BY ONTARIO POWER GENERATION 1958
 DL5255'THE STATION IS LOCATED ABOUT 11.5 KM (7.1 MI) NORTHEAST OF MASSENA,
 DL5255'5.35 KM (3.3 MI) WEST-SOUTHWEST OF CORNWALL, CANADA AND ON THE
 DL5255'CANADIAN PORTION OF THE MOSES-SAUNDERS DAM.
 DL5255'
 DL5255'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 37 AND 131,
 DL5255'GO NORTHERLY ON HIGHWAY 131 (BARNHART ISLE ROAD) FOR 3.6 KM (2.2 MI)
 DL5255'TO THE TUNNEL AT THE EISENHOWER LOCK.  PASS THROUGH THE TUNNEL AND
 DL5255'CONTINUE NORTHERLY FOR 1.45 KM (0.9 MI) TO A CROSSROAD.  CONTINUE
 DL5255'AHEAD FOR 1.1 KM (0.7 MI) TO A SIDE ROAD RIGHT (BEACH MARINA ROAD).
 DL5255'CONTINUE AHEAD FOR 2.85 KM (1.8 MI) TO THE PASNY SECURITY BUILDING ON
 DL5255'THE RIGHT.  CONTINUE AHEAD FOR 1.15 KM (0.7 MI) TO THE DAM GO
 DL5255'NORTHWEST ON THE DAM FOR 0.7 KM (0.4 MI) TO PAST THE CENTER OF THE
 DL5255'DAM, THE INTERNATIONAL BOUNDARY AND TO THE STATION.
 DL5255'
 DL5255'BM 3906 CHS 1958 IS THE HIGHEST POINT OF A CANADIAN HYDROGRAPHIC
 DL5255'SURVEY BRASS DISK SET FLUSH IN THE CONCRETE DECK OF THE TOP OF THE
 DL5255'HEADWORK 2.70 M (8.9 FT) NORTH OF THE NORTH FACE OF HEAD GATE HATCH
 DL5255'COVER 9A AND 0.68 M (2.2 FT) SOUTH OF THE SOUTH FACE OF HEAD GATE
 DL5255'HATCH COVER 8C.
 DL5255
 DL5255                          STATION RECOVERY (2022)
 DL5255
 DL5255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (JAO)
 DL5255'THE MARK IS LOCATED 4.9 KM (3.0 MI) WEST-SOUTHWEST OF THE CORNWALL,
 DL5255'ONTARIO, CANADA CITY HALL AND WITHIN THE GROUNDS FOR THE ROBERT H.
 DL5255'SAUNDERS POWER DAM, ST. LAWRENCE GENERATING STATION, OPERATED BY
 DL5255'ONTARIO POWER GENERATION (OPG).
 DL5255'
 DL5255'CONTACT THE ENGINEERING DEPARTMENT AT 613-932-3072 TO OBTAIN
 DL5255'PERMISSION TO ACCESS THE MARK.
 DL5255'
 DL5255'THE HIGHEST POINT OF A CANADIAN HYDROGRAPHIC SURVEY BRASS DISK SET
 DL5255'FLUSH IN THE APPROXIMATE CENTER OF THE CONCRETE DECK ON THE TOP OF THE
 DL5255'OPG HEADWORKS, INBETWEEN HEADGATES 8C AND 9A.
 DL5255'
 DL5255'2.70 M (8.9 FT) NORTHEAST OF THE NORTHEAST FACE OF HEADGATE HATCH
 DL5255'COVER 9A AND 0.68 M (2.2 FT) SOUTHWEST OF THE SOUTHWEST FACE OF
 DL5255'HEADGATE HATCH COVER 8C.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DL5278 ***********************************************************************
 DL5278  DESIGNATION -  4 C
 DL5278  PID         -  DL5278
 DL5278  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 DL5278  COUNTRY     -  CANADA
 DL5278  NTS MAPSHEET-  CORNWALL (2020)
 DL5278
 DL5278                         *CURRENT SURVEY CONTROL
 DL5278  ______________________________________________________________________
 DL5278* NAD 83(1986) POSITION- 45 00 30.01   (N) 074 47 31.63   (W)   HD_HELD1
 DL5278* NAVD 88 ORTHO HEIGHT -    77.915 (meters)      255.63  (feet) ADJUSTED
 DL5278  ______________________________________________________________________
 DL5278  GEOID HEIGHT    -        -31.516 (meters)                     EGM08
 DL5278  DYNAMIC HEIGHT  -         77.913 (meters)      255.62  (feet) COMP
 DL5278  MODELED GRAVITY -    980,598.8   (mgal)                       NAVD 88
 DL5278
 DL5278  VERT ORDER      -  FIRST     CLASS II
 DL5278
 DL5278.The positional and height information provided upon this datasheet are not
 DL5278.officially recognized by the Government of Canada, provincial governments
 DL5278.within Canada, nor are they intended to replace or substitute for them.
 DL5278.The intent of sharing this data is to allow access to positions or heights
 DL5278.recognized by the United States Government. Passive control that is used by
 DL5278.both nations may share the same or similar designations or descriptions but
 DL5278.do not share official positions or heights. The 'Station Description' may
 DL5278.originate from a Canadian 'Station Report' and if so contains information
 DL5278.licensed under the 'Open Government License - Canada'.
 DL5278
 DL5278.The horizontal coordinates were determined by differentially corrected
 DL5278.hand held GPS observations or other comparable positioning techniques
 DL5278.and have an estimated accuracy of +/- 3 meters.
 DL5278
 DL5278.The orthometric height was determined by differential leveling and
 DL5278.adjusted by the NATIONAL GEODETIC SURVEY
 DL5278.in March 2024.
 DL5278
 DL5278.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5278
 DL5278.Click photographs - Photos may exist for this station.
 DL5278
 DL5278.The dynamic height is computed by dividing the NAVD 88
 DL5278.geopotential number by the normal gravity value computed on the
 DL5278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5278.degrees latitude (g = 980.6199 gals.).
 DL5278
 DL5278.The modeled gravity was interpolated from observed gravity values.
 DL5278
 DL5278
 DL5278_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1638183897(NAD 83)
 DL5278
 DL5278                          SUPERSEDED SURVEY CONTROL
 DL5278
 DL5278  NAVD 88 (10/14/09)   77.903  (m)          255.59   (f) SUPERSEDED  1 2
 DL5278
 DL5278.Superseded values are not recommended for survey control.
 DL5278
 DL5278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5278.See file dsdata.pdf to determine how the superseded data were derived.
 DL5278
 DL5278_MARKER: Z = SEE DESCRIPTION
 DL5278_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL5278_SP_SET: DAM DECK
 DL5278_MARK LOGO: NONE
 DL5278_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5278+STABILITY: SURFACE MOTION
 DL5278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5278+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2022
 DL5278
 DL5278  HISTORY     - Date     Condition        Report By
 DL5278  HISTORY     - 1958     MONUMENTED       ONTAPW
 DL5278  HISTORY     - 20220912 GOOD             NGS
 DL5278
 DL5278                          STATION DESCRIPTION
 DL5278
 DL5278'DESCRIBED BY ONTARIO POWER GENERATION 1958
 DL5278'THE MARK IS LOCATED ABOUT 3.21 MI (5.2 KM) SOUTHWEST OF CORNWALL,
 DL5278'ONT., 7.31 MI (11.8 KM) NORTH NORTHEAST OF MASSENA, NY.
 DL5278'OWNERSHIP-ONTARIO POWER GENERATION.  CONTACT THE ENGINEERING
 DL5278'DEPARTMENT AT 613-932-3072 TO OBTAIN PERMISSION TO ACCESS THE MARK.
 DL5278'
 DL5278'BM 4-C IS THE HIGHEST POINT OF A 2-INCH (5 CM) BRASS HEX DISK SET
 DL5278'FLUSH IN THE CONCRETE DECK OF THE TOP OF THE HEADWORK, 6.95 M (22.8
 DL5278'FT) WEST-NORTHWEST OF THE NORTHWEST CORNER OF HEAD GATE HATCH COVER
 DL5278'5A.
 DL5278'
 DL5278'IT IS 6.54 M (21.5 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF HEAD
 DL5278'GATE HATCH COVER 4C AND 0.45 M (1.5 FT) WEST OF THE WESTERNMOST RAIL
 DL5278'OF THE OVERHEAD GANTRY CRANE.
 DL5278
 DL5278                          STATION RECOVERY (2022)
 DL5278
 DL5278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (JAO)
 DL5278'THE MARK IS LOCATED 4.9 KM (3.0 MI) WEST-SOUTHWEST OF THE CORNWALL,
 DL5278'ONTARIO, CANADA CITY HALL AND WITHIN THE GROUNDS FOR THE ROBERT H.
 DL5278'SAUNDERS POWER DAM, ST. LAWRENCE GENERATING STATION, OPERATED BY
 DL5278'ONTARIO POWER GENERATION (OPG).
 DL5278'
 DL5278'CONTACT THE ENGINEERING DEPARTMENT AT 613-932-3072 TO OBTAIN
 DL5278'PERMISSION TO ACCESS THE MARK.
 DL5278'
 DL5278'BM 4-C IS THE HIGHEST POINT OF A 5 CM (2 INCH) BRASS HEXAGONAL SHAPE
 DL5278'DISK SET FLUSH IN THE CONCRETE DECK ON THE TOP OF THE NORTHWEST SIDE
 DL5278'OF THE HEADWORKS.
 DL5278'
 DL5278'6.95 M (22.8 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER OF HEADGATE
 DL5278'HATCH COVER 5A, 6.54 M (21.5 FT) WEST-SOUTHWEST OF THE SOUTHWEST
 DL5278'CORNER OF HEAD GATE HATCH COVER 4C AND 0.45 M (1.5 FT) WEST OF THE
 DL5278'WESTERNMOST RAIL FOR THE OVERHEAD GANTRY CRANE.
 DL5278'
 DL5278'NOTE-NO STAMPING
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0765 ***********************************************************************
 RJ0765  DESIGNATION -  40 USLS 1878
 RJ0765  PID         -  RJ0765
 RJ0765  STATE/COUNTY-  ON/ALGOMA
 RJ0765  COUNTRY     -  CANADA
 RJ0765  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ0765
 RJ0765                         *CURRENT SURVEY CONTROL
 RJ0765  ______________________________________________________________________
 RJ0765* NAD 83(1986) POSITION- 46 32 48.32077(N) 084 07 37.10530(W)   ADJUSTED
 RJ0765* NAVD 88 ORTHO HEIGHT -   274.    (meters)      899.    (feet) SCALED
 RJ0765  ______________________________________________________________________
 RJ0765  GEOID HEIGHT    -        -37.219 (meters)                     EGM08
 RJ0765  HORZ ORDER      -  THIRD
 RJ0765
 RJ0765.The positional and height information provided upon this datasheet are not
 RJ0765.officially recognized by the Government of Canada, provincial governments
 RJ0765.within Canada, nor are they intended to replace or substitute for them.
 RJ0765.The intent of sharing this data is to allow access to positions or heights
 RJ0765.recognized by the United States Government. Passive control that is used by
 RJ0765.both nations may share the same or similar designations or descriptions but
 RJ0765.do not share official positions or heights. The 'Station Description' may
 RJ0765.originate from a Canadian 'Station Report' and if so contains information
 RJ0765.licensed under the 'Open Government License - Canada'.
 RJ0765
 RJ0765.The horizontal coordinates were established by classical geodetic methods
 RJ0765.and adjusted by the National Geodetic Survey in July 1986.
 RJ0765
 RJ0765.The orthometric height was scaled from a topographic map.
 RJ0765
 RJ0765.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0765
 RJ0765.Click photographs - Photos may exist for this station.
 RJ0765
 RJ0765. The following values were computed from the NAD 83(1986) position.
 RJ0765
 RJ0765;                    North         East     Units Scale Factor Converg.
 RJ0765;UTM  16      - 5,158,809.208   720,258.811   MT  1.00019636   +2 05 11.3
 RJ0765
 RJ0765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0765!UTM  16      -   0.99996288  x   1.00019636  =   1.00015923
 RJ0765
 RJ0765:                Primary Azimuth Mark                     Grid Az
 RJ0765:UTM  16      -  42 USLS 1878                             126 54 03.4
 RJ0765
 RJ0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2025858809(NAD 83)
 RJ0765
 RJ0765|---------------------------------------------------------------------|
 RJ0765| PID    Reference Object                     Distance      Geod. Az  |
 RJ0765|                                                           dddmmss.s |
 RJ0765| RJ0743 42 USLS 1878                        APPROX. 3.1 KM 1285914.7 |
 RJ0765|---------------------------------------------------------------------|
 RJ0765
 RJ0765                          SUPERSEDED SURVEY CONTROL
 RJ0765
 RJ0765  NAD 27      -  46 32 48.23300(N)    084 07 36.99700(W) AD(       ) 3
 RJ0765  USSD        -  46 32 48.98000(N)    084 07 36.15000(W) AD(       ) 3
 RJ0765
 RJ0765.Superseded values are not recommended for survey control.
 RJ0765
 RJ0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0765.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0765
 RJ0765_MARKER: Z = SEE DESCRIPTION
 RJ0765_SETTING: 66 = SET IN ROCK OUTCROP
 RJ0765_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RJ0765+STABILITY: POSITION/ELEVATION WELL
 RJ0765
 RJ0765  HISTORY     - Date     Condition        Report By
 RJ0765  HISTORY     - 1878     MONUMENTED       USLS
 RJ0765  HISTORY     - 1958     GOOD             IBC
 RJ0765
 RJ0765                          STATION DESCRIPTION
 RJ0765
 RJ0765'DESCRIBED BY US LAKE SURVEY 1878
 RJ0765'ON HIGH HILL 1 MILE N OF ST MARYS RIVER AND ABOUT 1-1/2 MILES NE OF
 RJ0765'GARDEN RIVER, ONTARIO, ON BARE ROCK LEDGE JUST N OF CLIFF.  IT IS
 RJ0765'ON SLOPING ROCK, ABOUT 35 FEET BACK OF CLIFF, ABOUT 300 FEET W OF
 RJ0765'HIGHEST POINT AND 20 FEET LOWER IN ELEVATION, AND IN FRONT OF TIMBER.
 RJ0765'CLEAR VIEW ALONG ST MARYS RIVER.
 RJ0765'
 RJ0765'STATION MARK IS A ROUND IRON ROD 1-1/2 INCHES IN DIAMTER AND TAPERED
 RJ0765'TO 1/2-INCH SQUARE AT TOP 8-1/2 INCHES HIGH, AND SET FIRMLY IN
 RJ0765'DRILL HOLE IN BARE ROCK LEDGE.  THE CENTER OF STATION IS CENTER OF
 RJ0765'TOP OF SQUARED ROD.  ROD LEANS TOWARD TOP OF RIDGE.
 RJ0765
 RJ0765                          STATION RECOVERY (1958)
 RJ0765
 RJ0765'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0765'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0743 ***********************************************************************
 RJ0743  DESIGNATION -  42 USLS 1878
 RJ0743  PID         -  RJ0743
 RJ0743  STATE/COUNTY-  ON/ALGOMA
 RJ0743  COUNTRY     -  CANADA
 RJ0743  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ0743
 RJ0743                         *CURRENT SURVEY CONTROL
 RJ0743  ______________________________________________________________________
 RJ0743* NAD 83(1986) POSITION- 46 31 45.11269(N) 084 05 43.98767(W)   ADJUSTED
 RJ0743* NAVD 88 ORTHO HEIGHT -   289.    (meters)      948.    (feet) SCALED
 RJ0743  ______________________________________________________________________
 RJ0743  GEOID HEIGHT    -        -37.225 (meters)                     EGM08
 RJ0743  HORZ ORDER      -  THIRD
 RJ0743
 RJ0743.The positional and height information provided upon this datasheet are not
 RJ0743.officially recognized by the Government of Canada, provincial governments
 RJ0743.within Canada, nor are they intended to replace or substitute for them.
 RJ0743.The intent of sharing this data is to allow access to positions or heights
 RJ0743.recognized by the United States Government. Passive control that is used by
 RJ0743.both nations may share the same or similar designations or descriptions but
 RJ0743.do not share official positions or heights. The 'Station Description' may
 RJ0743.originate from a Canadian 'Station Report' and if so contains information
 RJ0743.licensed under the 'Open Government License - Canada'.
 RJ0743
 RJ0743.The horizontal coordinates were established by classical geodetic methods
 RJ0743.and adjusted by the National Geodetic Survey in July 1986.
 RJ0743
 RJ0743.The orthometric height was scaled from a topographic map.
 RJ0743
 RJ0743.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0743
 RJ0743.Click photographs - Photos may exist for this station.
 RJ0743
 RJ0743. The following values were computed from the NAD 83(1986) position.
 RJ0743
 RJ0743;                    North         East     Units Scale Factor Converg.
 RJ0743;UTM  16      - 5,156,946.602   722,739.457   MT  1.00020987   +2 06 31.3
 RJ0743
 RJ0743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0743!UTM  16      -   0.99996053  x   1.00020987  =   1.00017039
 RJ0743
 RJ0743:                Primary Azimuth Mark                     Grid Az
 RJ0743:UTM  16      -  ECHO IBC 1944                            152 32 56.5
 RJ0743
 RJ0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2273956946(NAD 83)
 RJ0743
 RJ0743|---------------------------------------------------------------------|
 RJ0743| PID    Reference Object                     Distance      Geod. Az  |
 RJ0743|                                                           dddmmss.s |
 RJ0743| RJ0876 ECHO IBC 1944                       APPROX. 8.4 KM 1543927.8 |
 RJ0743|---------------------------------------------------------------------|
 RJ0743
 RJ0743                          SUPERSEDED SURVEY CONTROL
 RJ0743
 RJ0743  NAD 27      -  46 31 45.02500(N)    084 05 43.88700(W) AD(       ) 3
 RJ0743  USSD        -  46 31 45.76000(N)    084 05 43.03000(W) AD(       ) 3
 RJ0743
 RJ0743.Superseded values are not recommended for survey control.
 RJ0743
 RJ0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0743.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0743
 RJ0743_MARKER: Z = SEE DESCRIPTION
 RJ0743_SETTING: 66 = SET IN ROCK OUTCROP
 RJ0743_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RJ0743+STABILITY: POSITION/ELEVATION WELL
 RJ0743
 RJ0743  HISTORY     - Date     Condition        Report By
 RJ0743  HISTORY     - 1878     MONUMENTED       USLS
 RJ0743  HISTORY     - 1958     GOOD             IBC
 RJ0743
 RJ0743                          STATION DESCRIPTION
 RJ0743
 RJ0743'DESCRIBED BY US LAKE SURVEY 1878
 RJ0743'ON HIGHES POINT OF HILL AND 1 MILE ENE OF SQUIRREL ISLAND.  THE
 RJ0743'HILL IS VERY STEEP ON THE W SIDE.  THE STATION IS ON BARE ROCK 15
 RJ0743'FEET W OF HIGHEST POINT.  A FINE VIEW IS HAD ALL AROUND FROM THIS
 RJ0743'STATION.
 RJ0743'
 RJ0743'STATION MARK IS A ROUND IRON ROD 1-1/2 INCHES IN DIAMETER AND
 RJ0743'TAPERED TO A 1/2-INCH SQUARE AT THE TOP, 8 INCHES HIGH, AND SET
 RJ0743'FIRMLY IN DRILL HOLE IN THE BARE ROCK LEDGE.  THE CENTER OF STATION
 RJ0743'IS CENTER OF TOP OF SQUARED ROD.
 RJ0743'
 RJ0743'NOT VISITED IN 1943. ESTABLISHED BETWEEN 1878 AND 1893.
 RJ0743
 RJ0743                          STATION RECOVERY (1958)
 RJ0743
 RJ0743'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0743'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 PH1475 ***********************************************************************
 PH1475  DESIGNATION -  490
 PH1475  PID         -  PH1475
 PH1475  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 PH1475  COUNTRY     -  CANADA
 PH1475  NTS MAPSHEET-  CORNWALL (2020)
 PH1475
 PH1475                         *CURRENT SURVEY CONTROL
 PH1475  ______________________________________________________________________
 PH1475* NAD 83(1986) POSITION- 45 01 06.     (N) 074 43 45.     (W)   SCALED
 PH1475* NAVD 88 ORTHO HEIGHT -    59.296 (meters)      194.54  (feet) ADJUSTED
 PH1475  ______________________________________________________________________
 PH1475  GEOID HEIGHT    -        -31.411 (meters)                     EGM08
 PH1475  DYNAMIC HEIGHT  -         59.295 (meters)      194.54  (feet) COMP
 PH1475  MODELED GRAVITY -    980,601.4   (mgal)                       NAVD 88
 PH1475
 PH1475  VERT ORDER      -  FIRST     CLASS II
 PH1475
 PH1475.The positional and height information provided upon this datasheet are not
 PH1475.officially recognized by the Government of Canada, provincial governments
 PH1475.within Canada, nor are they intended to replace or substitute for them.
 PH1475.The intent of sharing this data is to allow access to positions or heights
 PH1475.recognized by the United States Government. Passive control that is used by
 PH1475.both nations may share the same or similar designations or descriptions but
 PH1475.do not share official positions or heights. The 'Station Description' may
 PH1475.originate from a Canadian 'Station Report' and if so contains information
 PH1475.licensed under the 'Open Government License - Canada'.
 PH1475
 PH1475.The horizontal coordinates were scaled from a map and have
 PH1475.an estimated accuracy of +/- 6 seconds.
 PH1475
 PH1475.The orthometric height was determined by differential leveling and
 PH1475.adjusted by the NATIONAL GEODETIC SURVEY
 PH1475.in June 1991.
 PH1475
 PH1475.Significant digits in the geoid height do not necessarily reflect accuracy.
 PH1475
 PH1475.Click photographs - Photos may exist for this station.
 PH1475
 PH1475.The dynamic height is computed by dividing the NAVD 88
 PH1475.geopotential number by the normal gravity value computed on the
 PH1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH1475.degrees latitude (g = 980.6199 gals.).
 PH1475
 PH1475.The modeled gravity was interpolated from observed gravity values.
 PH1475
 PH1475
 PH1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ213850(NAD 83)
 PH1475
 PH1475                          SUPERSEDED SURVEY CONTROL
 PH1475
 PH1475.No superseded survey control is available for this station.
 PH1475
 PH1475_MARKER: B = BOLT
 PH1475_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH1475_SP_SET: SIDEWALK
 PH1475_STAMPING: 490
 PH1475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH1475
 PH1475  HISTORY     - Date     Condition        Report By
 PH1475  HISTORY     - UNK      MONUMENTED       GSC
 PH1475  HISTORY     - 1920     GOOD             CGS
 PH1475
 PH1475                          STATION DESCRIPTION
 PH1475
 PH1475'DESCRIBED BY COAST AND GEODETIC SURVEY 1920
 PH1475'IN CORNWALL.
 PH1475'AT CORNWALL, ONTARIO, AT THE NORTHWEST CORNER OF PITT AND SECOND
 PH1475'STREETS, AT THE POST OFFICE, IN THE SOUTH WALL, 32 INCHES WEST OF THE
 PH1475'WEST WALL OF THE CLOCK TOWER, UNDER THE EAST EDGE OF THE EASTERNMOST
 PH1475'WINDOW, AND IN THE SECOND COURSE OF STONEWORK ABOVE THE SIDEWALK.  A
 PH1475'GEODETIC SURVEY OF CANADA STANDARD COPPER BOLT, STAMPED 490.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DL5279 ***********************************************************************
 DL5279  DESIGNATION -  5 C
 DL5279  PID         -  DL5279
 DL5279  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 DL5279  COUNTRY     -  CANADA
 DL5279  NTS MAPSHEET-  CORNWALL (2020)
 DL5279
 DL5279                         *CURRENT SURVEY CONTROL
 DL5279  ______________________________________________________________________
 DL5279* NAD 83(1986) POSITION- 45 00 29.52   (N) 074 47 32.52   (W)   HD_HELD1
 DL5279* NAVD 88 ORTHO HEIGHT -    77.897 (meters)      255.57  (feet) ADJUSTED
 DL5279  ______________________________________________________________________
 DL5279  GEOID HEIGHT    -        -31.516 (meters)                     EGM08
 DL5279  DYNAMIC HEIGHT  -         77.896 (meters)      255.56  (feet) COMP
 DL5279  MODELED GRAVITY -    980,598.7   (mgal)                       NAVD 88
 DL5279
 DL5279  VERT ORDER      -  FIRST     CLASS II
 DL5279
 DL5279.The positional and height information provided upon this datasheet are not
 DL5279.officially recognized by the Government of Canada, provincial governments
 DL5279.within Canada, nor are they intended to replace or substitute for them.
 DL5279.The intent of sharing this data is to allow access to positions or heights
 DL5279.recognized by the United States Government. Passive control that is used by
 DL5279.both nations may share the same or similar designations or descriptions but
 DL5279.do not share official positions or heights. The 'Station Description' may
 DL5279.originate from a Canadian 'Station Report' and if so contains information
 DL5279.licensed under the 'Open Government License - Canada'.
 DL5279
 DL5279.The horizontal coordinates were determined by differentially corrected
 DL5279.hand held GPS observations or other comparable positioning techniques
 DL5279.and have an estimated accuracy of +/- 3 meters.
 DL5279
 DL5279.The orthometric height was determined by differential leveling and
 DL5279.adjusted by the NATIONAL GEODETIC SURVEY
 DL5279.in March 2024.
 DL5279
 DL5279.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5279
 DL5279.Click photographs - Photos may exist for this station.
 DL5279
 DL5279.The dynamic height is computed by dividing the NAVD 88
 DL5279.geopotential number by the normal gravity value computed on the
 DL5279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5279.degrees latitude (g = 980.6199 gals.).
 DL5279
 DL5279.The modeled gravity was interpolated from observed gravity values.
 DL5279
 DL5279
 DL5279_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1636283882(NAD 83)
 DL5279
 DL5279                          SUPERSEDED SURVEY CONTROL
 DL5279
 DL5279  NAVD 88 (10/14/09)   77.886  (m)          255.53   (f) SUPERSEDED  1 2
 DL5279
 DL5279.Superseded values are not recommended for survey control.
 DL5279
 DL5279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5279.See file dsdata.pdf to determine how the superseded data were derived.
 DL5279
 DL5279_MARKER: DD = SURVEY DISK
 DL5279_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL5279_SP_SET: DAM DECK
 DL5279_MARK LOGO: NONE
 DL5279_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5279+STABILITY: SURFACE MOTION
 DL5279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5279+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2022
 DL5279
 DL5279  HISTORY     - Date     Condition        Report By
 DL5279  HISTORY     - 1958     MONUMENTED       ONTAPW
 DL5279  HISTORY     - 20220912 GOOD             NGS
 DL5279
 DL5279                          STATION DESCRIPTION
 DL5279
 DL5279'DESCRIBED BY ONTARIO POWER GENERATION 1958
 DL5279'THE MARK IS LOCATED ABOUT 3.22 MI (5.2 KM) SOUTHWEST OF CORNWALL,
 DL5279'ONT., 7.30 MI (11.7 KM) NORTH NORTHEAST OF MASSENA, NY.
 DL5279'OWNERSHIP--ONTARIO POWER GENERATION.  CONTACT THE ENGINEERING
 DL5279'DEPARTMENT AT 613-932-3072 TO OBTAIN PERMISSION TO ACCESS THE MARK.
 DL5279'
 DL5279'BM 5-C IS THE HIGHEST POINT OF A 2-INCH (5 CM) BRASS HEX DISK SET
 DL5279'FLUSH IN THE CONCRETE DECK OF THE TOP OF THE HEADWORK.
 DL5279'
 DL5279'IT IS 6.52 M (21.4 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF HEAD
 DL5279'GATE HATCH COVER 5C AND 0.45 M (1.5 FT) WEST OF THE WESTERNMOST RAIL
 DL5279'OF THE OVERHEAD GANTRY CRANE.
 DL5279'
 DL5279'NOTE-NO STAMPING.
 DL5279
 DL5279                          STATION RECOVERY (2022)
 DL5279
 DL5279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (JAO)
 DL5279'THE MARK IS LOCATED 4.9 KM (3.0 MI) WEST-SOUTHWEST OF THE CORNWALL,
 DL5279'ONTARIO, CANADA CITY HALL AND WITHIN THE GROUNDS FOR THE ROBERT H.
 DL5279'SAUNDERS POWER DAM, ST. LAWRENCE GENERATING STATION, OPERATED BY
 DL5279'ONTARIO POWER GENERATION (OPG).
 DL5279'
 DL5279'CONTACT THE ENGINEERING DEPARTMENT AT 613-932-3072 TO OBTAIN
 DL5279'PERMISSION TO ACCESS THE MARK.
 DL5279'
 DL5279'5-C IS THE HIGHEST POINT OF A 5 CM (2 INCHES) BRASS HEXAGONAL SHAPE
 DL5279'DISK SET FLUSH IN THE CONCRETE DECK ON THE NORTHWEST SIDE AND ON THE
 DL5279'TOP OF THE HEADWORKS.
 DL5279'
 DL5279'IT IS 6.89 M (22.6 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER OF
 DL5279'HEADGATE HATCH COVER 6A, 6.52 M (21.4 FT) WEST-SOUTHWEST OF THE
 DL5279'SOUTHWEST CORNER OF HEADGATE HATCH COVER 5C AND 0.45 M (1.5 FT) WEST
 DL5279'OF THE WESTERNMOST RAIL FOR THE OVERHEAD GANTRY CRANE.
 DL5279'
 DL5279'NOTE-NO STAMPING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0914 ***********************************************************************
 RJ0914  DESIGNATION -  54 USLS 1878
 RJ0914  PID         -  RJ0914
 RJ0914  STATE/COUNTY-  ON/ALGOMA
 RJ0914  COUNTRY     -  CANADA
 RJ0914  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ0914
 RJ0914                         *CURRENT SURVEY CONTROL
 RJ0914  ______________________________________________________________________
 RJ0914* NAD 83(1986) POSITION- 46 20 56.15183(N) 084 07 14.19865(W)   ADJUSTED
 RJ0914* NAVD 88 ORTHO HEIGHT -   182.    (meters)      597.    (feet) SCALED
 RJ0914  ______________________________________________________________________
 RJ0914  GEOID HEIGHT    -        -37.110 (meters)                     EGM08
 RJ0914  HORZ ORDER      -  THIRD
 RJ0914
 RJ0914.The positional and height information provided upon this datasheet are not
 RJ0914.officially recognized by the Government of Canada, provincial governments
 RJ0914.within Canada, nor are they intended to replace or substitute for them.
 RJ0914.The intent of sharing this data is to allow access to positions or heights
 RJ0914.recognized by the United States Government. Passive control that is used by
 RJ0914.both nations may share the same or similar designations or descriptions but
 RJ0914.do not share official positions or heights. The 'Station Description' may
 RJ0914.originate from a Canadian 'Station Report' and if so contains information
 RJ0914.licensed under the 'Open Government License - Canada'.
 RJ0914
 RJ0914.The horizontal coordinates were established by classical geodetic methods
 RJ0914.and adjusted by the National Geodetic Survey in July 1986.
 RJ0914
 RJ0914.The orthometric height was scaled from a topographic map.
 RJ0914
 RJ0914.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0914
 RJ0914.Click photographs - Photos may exist for this station.
 RJ0914
 RJ0914. The following values were computed from the NAD 83(1986) position.
 RJ0914
 RJ0914;                    North         East     Units Scale Factor Converg.
 RJ0914;UTM  16      - 5,136,846.966   721,547.836   MT  1.00020339   +2 05 03.3
 RJ0914
 RJ0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0914!UTM  16      -   0.99997729  x   1.00020339  =   1.00018067
 RJ0914
 RJ0914:                Primary Azimuth Mark                     Grid Az
 RJ0914:UTM  16      -  GUS                                      193 30 50.0
 RJ0914
 RJ0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2154736846(NAD 83)
 RJ0914
 RJ0914|---------------------------------------------------------------------|
 RJ0914| PID    Reference Object                     Distance      Geod. Az  |
 RJ0914|                                                           dddmmss.s |
 RJ0914| RJ0924 GUS                                 APPROX. 1.0 KM 1953553.3 |
 RJ0914| RJ0940 OSBORNE FLAGPOLE                    APPROX. 1.6 KM 3115316.3 |
 RJ0914|---------------------------------------------------------------------|
 RJ0914
 RJ0914                          SUPERSEDED SURVEY CONTROL
 RJ0914
 RJ0914  NAD 27      -  46 20 56.08700(N)    084 07 14.09800(W) AD(       ) 3
 RJ0914  USSD        -  46 20 56.81000(N)    084 07 13.32000(W) AD(       ) 3
 RJ0914
 RJ0914.Superseded values are not recommended for survey control.
 RJ0914
 RJ0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0914.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0914
 RJ0914_MARKER: Z = SEE DESCRIPTION
 RJ0914_SETTING: 80 = SET IN A BOULDER
 RJ0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0914+STABILITY: SURFACE MOTION
 RJ0914
 RJ0914  HISTORY     - Date     Condition        Report By
 RJ0914  HISTORY     - 1878     MONUMENTED       USLS
 RJ0914  HISTORY     - 1958     GOOD             IBC
 RJ0914
 RJ0914                          STATION DESCRIPTION
 RJ0914
 RJ0914'DESCRIBED BY US LAKE SURVEY 1878
 RJ0914'NEAR THE NE CORNER OF EAST NEEBISH ISLAND, ACROSS THE UPPER END OF
 RJ0914'THE RAPIDS IN THE EAST NEEBISH CHANNEL FROM POINT ELISHA ON SUGAR
 RJ0914'ISLAND.  IT IS ON THE W SIDE OF THE HIGHEST PART OF THE BARE LEDGE
 RJ0914'ROCK HILL.  IT IS 25 FEET E OF THE SHARP SLOPE ON THE W SIDE OF THE
 RJ0914'HILL AND 2 FEET W OF A LARGE JUNIPER BUSH.
 RJ0914'
 RJ0914'STATION MARK IS A LARGE IRON PIN TAPERED NEAR THE TOP SET IN THE
 RJ0914'SOLID ROCK AND PROJECTING 5 INCHES ABOVE IT.
 RJ0914
 RJ0914                          STATION RECOVERY (1958)
 RJ0914
 RJ0914'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0914'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 OG0469 ***********************************************************************
 OG0469  DESIGNATION -  54U579F
 OG0469  PID         -  OG0469
 OG0469  STATE/COUNTY-  ON/TORONTO
 OG0469  COUNTRY     -  CANADA
 OG0469  NTS MAPSHEET-  TORONTO (2020)
 OG0469
 OG0469                         *CURRENT SURVEY CONTROL
 OG0469  ______________________________________________________________________
 OG0469* NAD 83(1986) POSITION- 43 38 36.     (N) 079 22 53.     (W)   SCALED
 OG0469* NAVD 88 ORTHO HEIGHT -    77.028 (meters)      252.72  (feet) ADJUSTED
 OG0469  ______________________________________________________________________
 OG0469  GEOID HEIGHT    -        -37.173 (meters)                     EGM08
 OG0469  DYNAMIC HEIGHT  -         77.013 (meters)      252.67  (feet) COMP
 OG0469  MODELED GRAVITY -    980,430.1   (mgal)                       NAVD 88
 OG0469
 OG0469  VERT ORDER      -  FIRST     CLASS II
 OG0469
 OG0469.The positional and height information provided upon this datasheet are not
 OG0469.officially recognized by the Government of Canada, provincial governments
 OG0469.within Canada, nor are they intended to replace or substitute for them.
 OG0469.The intent of sharing this data is to allow access to positions or heights
 OG0469.recognized by the United States Government. Passive control that is used by
 OG0469.both nations may share the same or similar designations or descriptions but
 OG0469.do not share official positions or heights. The 'Station Description' may
 OG0469.originate from a Canadian 'Station Report' and if so contains information
 OG0469.licensed under the 'Open Government License - Canada'.
 OG0469
 OG0469.The horizontal coordinates were scaled from a map and have
 OG0469.an estimated accuracy of +/- 6 seconds.
 OG0469
 OG0469.The orthometric height was determined by differential leveling and
 OG0469.adjusted by the NATIONAL GEODETIC SURVEY
 OG0469.in June 1991.
 OG0469
 OG0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0469
 OG0469.Click photographs - Photos may exist for this station.
 OG0469
 OG0469.The dynamic height is computed by dividing the NAVD 88
 OG0469.geopotential number by the normal gravity value computed on the
 OG0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0469.degrees latitude (g = 980.6199 gals.).
 OG0469
 OG0469.The modeled gravity was interpolated from observed gravity values.
 OG0469
 OG0469
 OG0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPJ305335(NAD 83)
 OG0469
 OG0469                          SUPERSEDED SURVEY CONTROL
 OG0469
 OG0469.No superseded survey control is available for this station.
 OG0469
 OG0469_MARKER: DD = SURVEY DISK
 OG0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0469_STAMPING: 54 U 579 F
 OG0469_MARK LOGO: GSC
 OG0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0469+STABILITY: SURFACE MOTION
 OG0469
 OG0469  HISTORY     - Date     Condition        Report By
 OG0469  HISTORY     - 1954     MONUMENTED       GSC
 OG0469  HISTORY     - 1980     GOOD             NOS
 OG0469
 OG0469                          STATION DESCRIPTION
 OG0469
 OG0469'DESCRIBED BY NATIONAL OCEAN SERVICE 1980
 OG0469'IN TORONTO.
 OG0469'THIS BENCH MARK IS AT THE WATER LEVEL MONITORING STATION IN TORONTO,
 OG0469'ONTARIO, CANADA.  HEIGHT ABOVE NAVD88 IS AVAILABLE FROM THE GEODETIC
 OG0469'SURVEY OF CANADA, AND ABOVE IGLD80 FROM THE CANADIAN HYDROGRAPHIC
 OG0469'SERVICE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TY0003 ***********************************************************************
 TY0003  DESIGNATION -  57U003
 TY0003  PID         -  TY0003
 TY0003  STATE/COUNTY-  ON/PARRY SOUND
 TY0003  COUNTRY     -  CANADA
 TY0003  NTS MAPSHEET-  PARRY SOUND (2020)
 TY0003
 TY0003                         *CURRENT SURVEY CONTROL
 TY0003  ______________________________________________________________________
 TY0003* NAD 83(1986) POSITION- 45 20 30.     (N) 080 01 59.     (W)   SCALED
 TY0003* NAVD 88 ORTHO HEIGHT -   183.138 (meters)      600.85  (feet) ADJUSTED
 TY0003  ______________________________________________________________________
 TY0003  GEOID HEIGHT    -        -36.061 (meters)                     EGM08
 TY0003  DYNAMIC HEIGHT  -        183.133 (meters)      600.83  (feet) COMP
 TY0003  MODELED GRAVITY -    980,587.3   (mgal)                       NAVD 88
 TY0003
 TY0003  VERT ORDER      -  FIRST     CLASS II
 TY0003
 TY0003.The positional and height information provided upon this datasheet are not
 TY0003.officially recognized by the Government of Canada, provincial governments
 TY0003.within Canada, nor are they intended to replace or substitute for them.
 TY0003.The intent of sharing this data is to allow access to positions or heights
 TY0003.recognized by the United States Government. Passive control that is used by
 TY0003.both nations may share the same or similar designations or descriptions but
 TY0003.do not share official positions or heights. The 'Station Description' may
 TY0003.originate from a Canadian 'Station Report' and if so contains information
 TY0003.licensed under the 'Open Government License - Canada'.
 TY0003
 TY0003.The horizontal coordinates were scaled from a map and have
 TY0003.an estimated accuracy of +/- 6 seconds.
 TY0003
 TY0003.The orthometric height was determined by differential leveling and
 TY0003.adjusted by the NATIONAL GEODETIC SURVEY
 TY0003.in June 1991.
 TY0003
 TY0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 TY0003
 TY0003.Click photographs - Photos may exist for this station.
 TY0003
 TY0003.The dynamic height is computed by dividing the NAVD 88
 TY0003.geopotential number by the normal gravity value computed on the
 TY0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TY0003.degrees latitude (g = 980.6199 gals.).
 TY0003
 TY0003.The modeled gravity was interpolated from observed gravity values.
 TY0003
 TY0003
 TY0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNL757213(NAD 83)
 TY0003
 TY0003                          SUPERSEDED SURVEY CONTROL
 TY0003
 TY0003.No superseded survey control is available for this station.
 TY0003
 TY0003_MARKER: DD = SURVEY DISK
 TY0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TY0003_STAMPING: 57U003
 TY0003_MARK LOGO: GSC
 TY0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TY0003+STABILITY: SURFACE MOTION
 TY0003
 TY0003  HISTORY     - Date     Condition        Report By
 TY0003  HISTORY     - 1957     MONUMENTED       GSC
 TY0003  HISTORY     - 1980     GOOD             NOS
 TY0003
 TY0003                          STATION DESCRIPTION
 TY0003
 TY0003'DESCRIBED BY NATIONAL OCEAN SERVICE 1980
 TY0003'IN PARRY SOUND.
 TY0003'THIS BENCH MARK IS AT THE WATER LEVEL MONITORING STATION IN PARRY
 TY0003'SOUND, ONTARIO, CANADA.  HEIGHT ABOVE NAVD88 IS AVAILABLE FROM THE
 TY0003'CANADIAN GEODETIC SURVEY, AND ABOVE IGLD80 FROM THE CANADIAN
 TY0003'HYDROGRAPHIC SERVICE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NE0965 ***********************************************************************
 NE0965  DESIGNATION -  58U2961
 NE0965  PID         -  NE0965
 NE0965  STATE/COUNTY-  ON/LAMBTON
 NE0965  COUNTRY     -  CANADA
 NE0965  NTS MAPSHEET-  SARNIA (2020)
 NE0965
 NE0965                         *CURRENT SURVEY CONTROL
 NE0965  ______________________________________________________________________
 NE0965* NAD 83(1986) POSITION- 42 59 09.0    (N) 082 24 14.5    (W)   HD_HELD2
 NE0965* NAVD 88 ORTHO HEIGHT -   177.283 (meters)      581.64  (feet) ADJUSTED
 NE0965  ______________________________________________________________________
 NE0965  GEOID HEIGHT    -        -35.427 (meters)                     EGM08
 NE0965  DYNAMIC HEIGHT  -        177.239 (meters)      581.49  (feet) COMP
 NE0965  MODELED GRAVITY -    980,369.4   (mgal)                       NAVD 88
 NE0965
 NE0965  VERT ORDER      -  FIRST     CLASS II
 NE0965
 NE0965.The positional and height information provided upon this datasheet are not
 NE0965.officially recognized by the Government of Canada, provincial governments
 NE0965.within Canada, nor are they intended to replace or substitute for them.
 NE0965.The intent of sharing this data is to allow access to positions or heights
 NE0965.recognized by the United States Government. Passive control that is used by
 NE0965.both nations may share the same or similar designations or descriptions but
 NE0965.do not share official positions or heights. The 'Station Description' may
 NE0965.originate from a Canadian 'Station Report' and if so contains information
 NE0965.licensed under the 'Open Government License - Canada'.
 NE0965
 NE0965.The horizontal coordinates were established by autonomous hand held GPS
 NE0965.observations and have an estimated accuracy of +/- 10 meters.
 NE0965
 NE0965.The orthometric height was determined by differential leveling and
 NE0965.adjusted by the NATIONAL GEODETIC SURVEY
 NE0965.in June 1991.
 NE0965
 NE0965.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0965
 NE0965.Click photographs - Photos may exist for this station.
 NE0965
 NE0965.The dynamic height is computed by dividing the NAVD 88
 NE0965.geopotential number by the normal gravity value computed on the
 NE0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0965.degrees latitude (g = 980.6199 gals.).
 NE0965
 NE0965.The modeled gravity was interpolated from observed gravity values.
 NE0965
 NE0965
 NE0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8553260197(NAD 83)
 NE0965
 NE0965                          SUPERSEDED SURVEY CONTROL
 NE0965
 NE0965  NGVD 29 (11/26/84)  177.398  (m)          582.01   (f) ADJUSTED    1 2
 NE0965
 NE0965.Superseded values are not recommended for survey control.
 NE0965
 NE0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0965.See file dsdata.pdf to determine how the superseded data were derived.
 NE0965
 NE0965_MARKER: DB = BENCH MARK DISK
 NE0965_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NE0965_SP_SET: RETAINING WALL
 NE0965_STAMPING: 2961
 NE0965_MARK LOGO: GSC
 NE0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0965+STABILITY: SURFACE MOTION
 NE0965
 NE0965  HISTORY     - Date     Condition        Report By
 NE0965  HISTORY     - UNK      MONUMENTED       GSC
 NE0965  HISTORY     - 1958     GOOD             GSC
 NE0965  HISTORY     - 1980     GOOD             NGS
 NE0965
 NE0965                          STATION DESCRIPTION
 NE0965
 NE0965'DESCRIBED BY GEODETIC SURVEY OF CANADA 1958 (UNK)
 NE0965'THE TABLET IS LOCATED ABOUT 97.5 KM (60.6 MI) WEST OF LONDON, 93.0 KM
 NE0965'(57.8 MI) NORTH-NORTHEAST OF WINDSOR, 71.1 KM (44.2 MI)
 NE0965'NORTH-NORTHWEST OF CHATHAM-KENT AND IN SARNIA.
 NE0965'
 NE0965'THE TABLET IS LOCATED AT A SMALL BRICK PUMP HOUSE AT CORNER OF FRONT
 NE0965'AND EXMOUTH STREETS.
 NE0965'
 NE0965'THE TABLET IS FOUND AT THE TOP OF THE NORTHEAST CONCRETE RETAINING
 NE0965'WALL AND 30 CM (12 INCHES) FROM NORTHEAST CORNER OF THE BUILDING.
 NE0965
 NE0965                          STATION RECOVERY (1980)
 NE0965
 NE0965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0965'IN SARNIA.
 NE0965'IN SARNIA, AT THE NORTHWEST CORNER OF THE JUNCTION OF FRONT AND
 NE0965'EXMOUTH STREETS, SET IN THE TOP OF A RETAINING WALL AT THE NORTHEAST
 NE0965'CORNER OF A SMALL BRICK PUMPHOUSE. 13.71 METERS (45.0 FEET) WEST OF
 NE0965'THE CENTER OF FRONT STREET, 0.3 METER (1.0 FOOT) NORTHEAST OF THE
 NE0965'NORTHEAST CORNER OF THE PUMPHOUSE.
 NE0965'THE MARK IS 0.5 M ABOVE STREET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NE0966 ***********************************************************************
 NE0966  DESIGNATION -  58U2964
 NE0966  PID         -  NE0966
 NE0966  STATE/COUNTY-  ON/LAMBTON
 NE0966  COUNTRY     -  CANADA
 NE0966  NTS MAPSHEET-  SARNIA (2020)
 NE0966
 NE0966                         *CURRENT SURVEY CONTROL
 NE0966  ______________________________________________________________________
 NE0966* NAD 83(1986) POSITION- 42 59 16.4    (N) 082 23 53.9    (W)   HD_HELD2
 NE0966* NAVD 88 ORTHO HEIGHT -   181.476 (meters)      595.39  (feet) ADJUSTED
 NE0966  ______________________________________________________________________
 NE0966  GEOID HEIGHT    -        -35.429 (meters)                     EGM08
 NE0966  DYNAMIC HEIGHT  -        181.431 (meters)      595.24  (feet) COMP
 NE0966  MODELED GRAVITY -    980,369.5   (mgal)                       NAVD 88
 NE0966
 NE0966  VERT ORDER      -  FIRST     CLASS II
 NE0966
 NE0966.The positional and height information provided upon this datasheet are not
 NE0966.officially recognized by the Government of Canada, provincial governments
 NE0966.within Canada, nor are they intended to replace or substitute for them.
 NE0966.The intent of sharing this data is to allow access to positions or heights
 NE0966.recognized by the United States Government. Passive control that is used by
 NE0966.both nations may share the same or similar designations or descriptions but
 NE0966.do not share official positions or heights. The 'Station Description' may
 NE0966.originate from a Canadian 'Station Report' and if so contains information
 NE0966.licensed under the 'Open Government License - Canada'.
 NE0966
 NE0966.The horizontal coordinates were established by autonomous hand held GPS
 NE0966.observations and have an estimated accuracy of +/- 10 meters.
 NE0966
 NE0966.The orthometric height was determined by differential leveling and
 NE0966.adjusted by the NATIONAL GEODETIC SURVEY
 NE0966.in June 1991.
 NE0966
 NE0966.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0966
 NE0966.Click photographs - Photos may exist for this station.
 NE0966
 NE0966.The dynamic height is computed by dividing the NAVD 88
 NE0966.geopotential number by the normal gravity value computed on the
 NE0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0966.degrees latitude (g = 980.6199 gals.).
 NE0966
 NE0966.The modeled gravity was interpolated from observed gravity values.
 NE0966
 NE0966
 NE0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8600360418(NAD 83)
 NE0966
 NE0966                          SUPERSEDED SURVEY CONTROL
 NE0966
 NE0966  NGVD 29 (11/26/84)  181.591  (m)          595.77   (f) ADJUSTED    1 2
 NE0966
 NE0966.Superseded values are not recommended for survey control.
 NE0966
 NE0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0966.See file dsdata.pdf to determine how the superseded data were derived.
 NE0966
 NE0966_MARKER: DV = VERTICAL CONTROL DISK
 NE0966_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NE0966_SP_SET: PILLAR
 NE0966_STAMPING: 2964
 NE0966_MARK LOGO: GSC
 NE0966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0966_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0966+SATELLITE: SATELLITE OBSERVATIONS - 1958
 NE0966
 NE0966  HISTORY     - Date     Condition        Report By
 NE0966  HISTORY     - UNK      MONUMENTED       GSC
 NE0966  HISTORY     - 1958     GOOD             GSC
 NE0966  HISTORY     - 1980     GOOD             NGS
 NE0966
 NE0966                          STATION DESCRIPTION
 NE0966
 NE0966'DESCRIBED BY GEODETIC SURVEY OF CANADA 1958 (UNK)
 NE0966'RECOVERED IN GOOD CONDITION.
 NE0966
 NE0966                          STATION RECOVERY (1980)
 NE0966
 NE0966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0966'IN SARNIA.
 NE0966'IN SARNIA, SET VERTICALLY AT THE SOUTHWEST CORNER OF THE CENTER
 NE0966'PILLAR OF THE CHRISTINA BRIDGE OVER HIGHWAY 402, 7.01 METERS (23.0
 NE0966'FEET) NORTH OF THE CENTER OF THE EAST BOUND LANE OF HIGHWAY 402,
 NE0966'0.31 METER (1.0 FOOT) EAST OF THE SOUTHWEST CORNER OF THE PILLAR.
 NE0966'THE MARK IS 0.33 M ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DN2579 ***********************************************************************
 DN2579  HT_MOD      -  This is a Height Modernization Survey Station.
 DN2579  DESIGNATION -  58U507X
 DN2579  PID         -  DN2579
 DN2579  STATE/COUNTY-  ON/LAMBTON
 DN2579  COUNTRY     -  CANADA
 DN2579  NTS MAPSHEET-  SARNIA (2020)
 DN2579
 DN2579                         *CURRENT SURVEY CONTROL
 DN2579  ______________________________________________________________________
 DN2579* NAD 83(2011) POSITION- 42 59 31.72004(N) 082 25 16.40326(W)   ADJUSTED
 DN2579* NAD 83(2011) ELLIP HT-   142.730 (meters)        (06/27/12)   ADJUSTED
 DN2579* NAD 83(2011) EPOCH   -  2010.00
 DN2579* NAVD 88 ORTHO HEIGHT -   177.65  (meters)      582.8   (feet) GPS OBS
 DN2579  ______________________________________________________________________
 DN2579  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DN2579  GEOID HEIGHT    -        -34.898 (meters)                     GEOID09
 DN2579  GEOID HEIGHT    -        -35.414 (meters)                     EGM08
 DN2579  NAD 83(2011) X  -    616,272.546 (meters)                     COMP
 DN2579  NAD 83(2011) Y  - -4,631,834.704 (meters)                     COMP
 DN2579  NAD 83(2011) Z  -  4,326,960.798 (meters)                     COMP
 DN2579
 DN2579  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN2579  Standards:
 DN2579         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN2579            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN2579  -------------------------------------------------------------------
 DN2579  NETWORK    0.61   1.06           0.27   0.22   0.54     -0.02507695
 DN2579  -------------------------------------------------------------------
 DN2579  Click here for local accuracies and other accuracy information.
 DN2579
 DN2579.The positional and height information provided upon this datasheet are not
 DN2579.officially recognized by the Government of Canada, provincial governments
 DN2579.within Canada, nor are they intended to replace or substitute for them.
 DN2579.The intent of sharing this data is to allow access to positions or heights
 DN2579.recognized by the United States Government. Passive control that is used by
 DN2579.both nations may share the same or similar designations or descriptions but
 DN2579.do not share official positions or heights. The 'Station Description' may
 DN2579.originate from a Canadian 'Station Report' and if so contains information
 DN2579.licensed under the 'Open Government License - Canada'.
 DN2579
 DN2579.The horizontal coordinates were established by GPS observations
 DN2579.and adjusted by the National Geodetic Survey in June 2012.
 DN2579
 DN2579.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN2579.been affixed to the stable North American tectonic plate. See 
 DN2579.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN2579
 DN2579.The horizontal coordinates are valid at the epoch date displayed above
 DN2579.which is a decimal equivalence of Year/Month/Day.
 DN2579
 DN2579.The orthometric height was determined by GPS observations and a
 DN2579.high-resolution geoid model using precise GPS observation and
 DN2579.processing techniques.
 DN2579
 DN2579.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN2579
 DN2579.Click photographs - Photos may exist for this station.
 DN2579
 DN2579.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN2579
 DN2579.The ellipsoidal height was determined by GPS observations
 DN2579.and is referenced to NAD 83.
 DN2579
 DN2579. The following values were computed from the NAD 83(2011) position.
 DN2579
 DN2579;                    North         East     Units Scale Factor Converg.
 DN2579;UTM  17      - 4,760,922.389   384,142.836   MT  0.99976513   -0 58 09.3
 DN2579
 DN2579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN2579!UTM  17      -   0.99997762  x   0.99976513  =   0.99974275
 DN2579
 DN2579_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8414260922(NAD 83)
 DN2579
 DN2579                          SUPERSEDED SURVEY CONTROL
 DN2579
 DN2579  NAD 83(2007)-  42 59 31.72006(N)    082 25 16.40406(W) AD(2002.00) A
 DN2579  ELLIP H (08/23/11)  142.747  (m)                       GP(2002.00) 1 2
 DN2579
 DN2579.Superseded values are not recommended for survey control.
 DN2579
 DN2579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN2579.See file dsdata.pdf to determine how the superseded data were derived.
 DN2579
 DN2579_MARKER: Z = SEE DESCRIPTION
 DN2579_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 DN2579_SP_SET: REBAR
 DN2579_MAGNETIC: I = MARKER IS A STEEL ROD
 DN2579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN2579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN2579+SATELLITE: SATELLITE OBSERVATIONS - 2010
 DN2579
 DN2579  HISTORY     - Date     Condition        Report By
 DN2579  HISTORY     - 2010     MONUMENTED       CADNR
 DN2579
 DN2579                          STATION DESCRIPTION
 DN2579
 DN2579'DESCRIBED BY CANADIAN DEPT NAT RES 2010
 DN2579'REBAR 15 CM BELOW GROUND, AT PURDY FISHERIES BUILDING ABOUT 90 M NORTH
 DN2579'OF GAUGE HOUSE, 5 M SOUTH OF FENCE AND 6 M WEST OF LAMP POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 OG0471 ***********************************************************************
 OG0471  DESIGNATION -  58U509
 OG0471  PID         -  OG0471
 OG0471  STATE/COUNTY-  ON/NIAGARA
 OG0471  COUNTRY     -  CANADA
 OG0471  NTS MAPSHEET-  NIAGARA (2020)
 OG0471
 OG0471                         *CURRENT SURVEY CONTROL
 OG0471  ______________________________________________________________________
 OG0471* NAD 83(1986) POSITION- 43 14 12.     (N) 079 13 05.     (W)   SCALED
 OG0471* NAVD 88 ORTHO HEIGHT -    78.643 (meters)      258.01  (feet) ADJUSTED
 OG0471  ______________________________________________________________________
 OG0471  GEOID HEIGHT    -        -36.772 (meters)                     EGM08
 OG0471  DYNAMIC HEIGHT  -         78.627 (meters)      257.96  (feet) COMP
 OG0471  MODELED GRAVITY -    980,408.2   (mgal)                       NAVD 88
 OG0471
 OG0471  VERT ORDER      -  FIRST     CLASS II
 OG0471
 OG0471.The positional and height information provided upon this datasheet are not
 OG0471.officially recognized by the Government of Canada, provincial governments
 OG0471.within Canada, nor are they intended to replace or substitute for them.
 OG0471.The intent of sharing this data is to allow access to positions or heights
 OG0471.recognized by the United States Government. Passive control that is used by
 OG0471.both nations may share the same or similar designations or descriptions but
 OG0471.do not share official positions or heights. The 'Station Description' may
 OG0471.originate from a Canadian 'Station Report' and if so contains information
 OG0471.licensed under the 'Open Government License - Canada'.
 OG0471
 OG0471.The horizontal coordinates were scaled from a map and have
 OG0471.an estimated accuracy of +/- 6 seconds.
 OG0471
 OG0471.The orthometric height was determined by differential leveling and
 OG0471.adjusted by the NATIONAL GEODETIC SURVEY
 OG0471.in June 1991.
 OG0471
 OG0471.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0471
 OG0471.Click photographs - Photos may exist for this station.
 OG0471
 OG0471.The dynamic height is computed by dividing the NAVD 88
 OG0471.geopotential number by the normal gravity value computed on the
 OG0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0471.degrees latitude (g = 980.6199 gals.).
 OG0471
 OG0471.The modeled gravity was interpolated from observed gravity values.
 OG0471
 OG0471
 OG0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH446886(NAD 83)
 OG0471
 OG0471                          SUPERSEDED SURVEY CONTROL
 OG0471
 OG0471.No superseded survey control is available for this station.
 OG0471
 OG0471_MARKER: DD = SURVEY DISK
 OG0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0471_STAMPING: 58 U 509
 OG0471_MARK LOGO: GSC
 OG0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0471+STABILITY: SURFACE MOTION
 OG0471
 OG0471  HISTORY     - Date     Condition        Report By
 OG0471  HISTORY     - 1958     MONUMENTED       GSC
 OG0471  HISTORY     - 1980     GOOD             NOS
 OG0471
 OG0471                          STATION DESCRIPTION
 OG0471
 OG0471'DESCRIBED BY NATIONAL OCEAN SERVICE 1980
 OG0471'IN PORT WELLER.
 OG0471'THIS BENCH MARK IS AT THE WATER LEVEL MONITORING STATION IN PORT
 OG0471'WELLER, ONTARIO, CANADA.  HEIGHT ABOVE NAVD88 IS AVAILABLE FROM THE
 OG0471'GEODETIC SURVEY OF CANADA, AND ABOVE IGLD80 FROM THE CANADIAN
 OG0471'HYDROGRAPHIC SERVICE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NE0542 ***********************************************************************
 NE0542  DESIGNATION -  59U3019
 NE0542  PID         -  NE0542
 NE0542  STATE/COUNTY-  ON/ESSEX
 NE0542  COUNTRY     -  CANADA
 NE0542  NTS MAPSHEET-  AMHERSTBURG (2020)
 NE0542
 NE0542                         *CURRENT SURVEY CONTROL
 NE0542  ______________________________________________________________________
 NE0542* NAD 83(1986) POSITION- 42 08 11.0    (N) 083 06 52.8    (W)   HD_HELD2
 NE0542* NAVD 88 ORTHO HEIGHT -   178.602 (meters)      585.96  (feet) ADJUSTED
 NE0542  ______________________________________________________________________
 NE0542  GEOID HEIGHT    -        -35.359 (meters)                     EGM08
 NE0542  DYNAMIC HEIGHT  -        178.544 (meters)      585.77  (feet) COMP
 NE0542  MODELED GRAVITY -    980,292.9   (mgal)                       NAVD 88
 NE0542
 NE0542  VERT ORDER      -  FIRST     CLASS 0
 NE0542
 NE0542.The positional and height information provided upon this datasheet are not
 NE0542.officially recognized by the Government of Canada, provincial governments
 NE0542.within Canada, nor are they intended to replace or substitute for them.
 NE0542.The intent of sharing this data is to allow access to positions or heights
 NE0542.recognized by the United States Government. Passive control that is used by
 NE0542.both nations may share the same or similar designations or descriptions but
 NE0542.do not share official positions or heights. The 'Station Description' may
 NE0542.originate from a Canadian 'Station Report' and if so contains information
 NE0542.licensed under the 'Open Government License - Canada'.
 NE0542
 NE0542.The horizontal coordinates were established by autonomous hand held GPS
 NE0542.observations and have an estimated accuracy of +/- 10 meters.
 NE0542
 NE0542.The orthometric height was determined by differential leveling and
 NE0542.adjusted by the NATIONAL GEODETIC SURVEY
 NE0542.in June 1991.
 NE0542
 NE0542.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0542
 NE0542.Click photographs - Photos may exist for this station.
 NE0542
 NE0542.The dynamic height is computed by dividing the NAVD 88
 NE0542.geopotential number by the normal gravity value computed on the
 NE0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0542.degrees latitude (g = 980.6199 gals.).
 NE0542
 NE0542.The modeled gravity was interpolated from observed gravity values.
 NE0542
 NE0542
 NE0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2523867083(NAD 83)
 NE0542
 NE0542                          SUPERSEDED SURVEY CONTROL
 NE0542
 NE0542  NGVD 29 (11/26/84)  178.773  (m)          586.52   (f) ADJUSTED    1 0
 NE0542
 NE0542.Superseded values are not recommended for survey control.
 NE0542
 NE0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0542.See file dsdata.pdf to determine how the superseded data were derived.
 NE0542
 NE0542_MARKER: DB = BENCH MARK DISK
 NE0542_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 NE0542_SP_SET: STEP
 NE0542_MARK LOGO: CGS
 NE0542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0542_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0542+SATELLITE: SATELLITE OBSERVATIONS - 1959
 NE0542
 NE0542  HISTORY     - Date     Condition        Report By
 NE0542  HISTORY     - UNK      MONUMENTED       GSC
 NE0542  HISTORY     - 1959     GOOD             GSC
 NE0542  HISTORY     - 1970     GOOD             USLS
 NE0542  HISTORY     - 1980     GOOD             NGS
 NE0542
 NE0542                          STATION DESCRIPTION
 NE0542
 NE0542'DESCRIBED BY GEODETIC SURVEY OF CANADA 1959 (UNK)
 NE0542'THE MARK IS LOCATED ABOUT 179.2 KM (111.4 MI) WEST-SOUTHWEST OF
 NE0542'LONDON, 108.9 KM (67.7 MI) SOUTHWEST OF SARNIA, 83.0 KM (51.6 MI)
 NE0542'WEST-SOUTHWEST OF CHATHAM-KENT AND 18.4 KM (11.4 MI) SOUTHWEST OF
 NE0542'WINDSOR.
 NE0542'
 NE0542'AMHERSTBURG BRICK RESIDENCE (CIVIC NO. 737) IS OWNED BY N.T. MITCHELL,
 NE0542'4.1 KM (2.5 MI) NORTH OF THE INTERSECTION WITH RICHMOND STREET, 1.6 KM
 NE0542'(1.0 MI) NORTH OF A HIGHWAY BRIDGE OVER NEW YORK CENTRAL RAILWAY.
 NE0542'
 NE0542'THE MARK IS FOUND 76 M (249.3 FT) EAST OF CENTRE LINE OF HIGHWAY,
 NE0542'IMMEDIATELY SOUTH OF A CONCRETE CULVERT, TABLET IN WEST FACE OF FIRST
 NE0542'CONCRETE STEP AT MAIN ENTRANCE OF HOUSE.
 NE0542
 NE0542                          STATION RECOVERY (1970)
 NE0542
 NE0542'RECOVERY NOTE BY US LAKE SURVEY 1970
 NE0542'2.5 MI N FROM AMERSTBURG.
 NE0542'3019 BRICK RESIDENCE OF ALFRED R. HORNE, 1.0 MILE NORTH OF
 NE0542'HIGHWAY BRIDGE OVER NEW YORK CENTRAL RY., 250 FEET EAST OF
 NE0542'CENTER LINE OF HIGHWAY AND IMMEDIATELY SOUTH OF AN OLD CONCRETE
 NE0542'CULVERT, TABLET IN WEST FACE OF FIRST CONCRETE STEP AT THE MAIN
 NE0542'ENTRANCE OF HOUSE.
 NE0542
 NE0542                          STATION RECOVERY (1980)
 NE0542
 NE0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0542'4.1 KILOMETERS (2.55 MILES) NORTH ALONG CANADIAN HIGHWAY 18 FROM THE
 NE0542'MUNICIPAL BUILDING IN AMHERSTBURG, SET VERTICALLY 4 INCHES ABOVE
 NE0542'THE GROUND IN THE WEST FACE OF THE BOTTOM CONCRETE STEP TO THE
 NE0542'FRONT ENTRANCE TO A 2 STORY BRICK HOUSE NUMBER 737 HIGHWAY 18, 1.9
 NE0542'METERS (6.2 FEET) SOUTHWEST OF NORTHWEST CORNER OF THE EXTENDED EAST
 NE0542'FACE OF THE HOUSE,  1.28 METERS (4.2 FEET) WEST OF THE NORTH EDGE
 NE0542'OF THE FRONT ENTRANCE DOOR OF THE HOUSE.
 NE0542'THE MARK IS 0.6 M ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NE0543 ***********************************************************************
 NE0543  DESIGNATION -  59U3020
 NE0543  PID         -  NE0543
 NE0543  STATE/COUNTY-  ON/ESSEX
 NE0543  COUNTRY     -  CANADA
 NE0543  NTS MAPSHEET-  AMHERSTBURG (2020)
 NE0543
 NE0543                         *CURRENT SURVEY CONTROL
 NE0543  ______________________________________________________________________
 NE0543* NAD 83(1986) POSITION- 42 09 08.4    (N) 083 06 32.9    (W)   HD_HELD2
 NE0543* NAVD 88 ORTHO HEIGHT -   179.049 (meters)      587.43  (feet) ADJUSTED
 NE0543  ______________________________________________________________________
 NE0543  GEOID HEIGHT    -        -35.327 (meters)                     EGM08
 NE0543  DYNAMIC HEIGHT  -        178.991 (meters)      587.24  (feet) COMP
 NE0543  MODELED GRAVITY -    980,295.5   (mgal)                       NAVD 88
 NE0543
 NE0543  VERT ORDER      -  FIRST     CLASS 0
 NE0543
 NE0543.The positional and height information provided upon this datasheet are not
 NE0543.officially recognized by the Government of Canada, provincial governments
 NE0543.within Canada, nor are they intended to replace or substitute for them.
 NE0543.The intent of sharing this data is to allow access to positions or heights
 NE0543.recognized by the United States Government. Passive control that is used by
 NE0543.both nations may share the same or similar designations or descriptions but
 NE0543.do not share official positions or heights. The 'Station Description' may
 NE0543.originate from a Canadian 'Station Report' and if so contains information
 NE0543.licensed under the 'Open Government License - Canada'.
 NE0543
 NE0543.The horizontal coordinates were established by autonomous hand held GPS
 NE0543.observations and have an estimated accuracy of +/- 10 meters.
 NE0543
 NE0543.The orthometric height was determined by differential leveling and
 NE0543.adjusted by the NATIONAL GEODETIC SURVEY
 NE0543.in June 1991.
 NE0543
 NE0543.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0543
 NE0543.Click photographs - Photos may exist for this station.
 NE0543
 NE0543.The dynamic height is computed by dividing the NAVD 88
 NE0543.geopotential number by the normal gravity value computed on the
 NE0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0543.degrees latitude (g = 980.6199 gals.).
 NE0543
 NE0543.The modeled gravity was interpolated from observed gravity values.
 NE0543
 NE0543
 NE0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2573968842(NAD 83)
 NE0543
 NE0543                          SUPERSEDED SURVEY CONTROL
 NE0543
 NE0543  NGVD 29 (??/??/92)  179.228  (m)          588.02   (f) ADJ UNCH    1 0
 NE0543
 NE0543.Superseded values are not recommended for survey control.
 NE0543
 NE0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0543.See file dsdata.pdf to determine how the superseded data were derived.
 NE0543
 NE0543_MARKER: DB = BENCH MARK DISK
 NE0543_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NE0543_SP_SET: WALL
 NE0543_MARK LOGO: GSC
 NE0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0543+STABILITY: SURFACE MOTION
 NE0543_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0543+SATELLITE: SATELLITE OBSERVATIONS - 1959
 NE0543
 NE0543  HISTORY     - Date     Condition        Report By
 NE0543  HISTORY     - UNK      MONUMENTED       GSC
 NE0543  HISTORY     - 1959     GOOD             GSC
 NE0543  HISTORY     - 1970     GOOD             USLS
 NE0543
 NE0543                          STATION DESCRIPTION
 NE0543
 NE0543'DESCRIBED BY GEODETIC SURVEY OF CANADA 1959 (UNK)
 NE0543'RECOVERED IN GOOD CONDITION.
 NE0543
 NE0543                          STATION RECOVERY (1970)
 NE0543
 NE0543'RECOVERY NOTE BY US LAKE SURVEY 1970
 NE0543'3.6 MI N FROM AMERSTBURG.
 NE0543'3020 TWO-STORY FRAME RESIDENCE OF J. ZVERINA, 2.2 MILES NORTH
 NE0543'OF HIGHWAY BRIDGE OVER NEW YORK CENTRAL RY., NEAR BUS STOP POST
 NE0543'NO. 69 AND IMMEDIATELY SOUTH OF COOPER AND SONS BOAT LIVERY,
 NE0543'300 FEET SOUTH OF A SEAWAY MOTEL SIGN, 60 FEET WEST OF CENTER LINE
 NE0543'OF HIGHWAY, TABLET IN SOUTH CONCRETE FOUNDATION WALL 2 FEET 4
 NE0543'INCHES FROM SOUTHEAST CORNER AND 15 INCHES BELOW WOODWORK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NE0873 ***********************************************************************
 NE0873  DESIGNATION -  59U3027
 NE0873  PID         -  NE0873
 NE0873  STATE/COUNTY-  ON/ESSEX
 NE0873  COUNTRY     -  CANADA
 NE0873  NTS MAPSHEET-  WINDSOR (2020)
 NE0873
 NE0873                         *CURRENT SURVEY CONTROL
 NE0873  ______________________________________________________________________
 NE0873* NAD 83(1986) POSITION- 42 18 28.7    (N) 083 04 16.6    (W)   HD_HELD2
 NE0873* NAVD 88 ORTHO HEIGHT -   179.803 (meters)      589.90  (feet) ADJUSTED
 NE0873  ______________________________________________________________________
 NE0873  GEOID HEIGHT    -        -35.058 (meters)                     EGM08
 NE0873  DYNAMIC HEIGHT  -        179.749 (meters)      589.73  (feet) COMP
 NE0873  MODELED GRAVITY -    980,319.3   (mgal)                       NAVD 88
 NE0873
 NE0873  VERT ORDER      -  FIRST     CLASS II
 NE0873
 NE0873.The positional and height information provided upon this datasheet are not
 NE0873.officially recognized by the Government of Canada, provincial governments
 NE0873.within Canada, nor are they intended to replace or substitute for them.
 NE0873.The intent of sharing this data is to allow access to positions or heights
 NE0873.recognized by the United States Government. Passive control that is used by
 NE0873.both nations may share the same or similar designations or descriptions but
 NE0873.do not share official positions or heights. The 'Station Description' may
 NE0873.originate from a Canadian 'Station Report' and if so contains information
 NE0873.licensed under the 'Open Government License - Canada'.
 NE0873
 NE0873.The horizontal coordinates were established by autonomous hand held GPS
 NE0873.observations and have an estimated accuracy of +/- 10 meters.
 NE0873
 NE0873.The orthometric height was determined by differential leveling and
 NE0873.adjusted by the NATIONAL GEODETIC SURVEY
 NE0873.in June 1991.
 NE0873
 NE0873.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0873
 NE0873.Click photographs - Photos may exist for this station.
 NE0873
 NE0873.The dynamic height is computed by dividing the NAVD 88
 NE0873.geopotential number by the normal gravity value computed on the
 NE0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0873.degrees latitude (g = 980.6199 gals.).
 NE0873
 NE0873.The modeled gravity was interpolated from observed gravity values.
 NE0873
 NE0873
 NE0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2928786048(NAD 83)
 NE0873
 NE0873                          SUPERSEDED SURVEY CONTROL
 NE0873
 NE0873  NGVD 29 (11/26/84)  179.977  (m)          590.47   (f) ADJUSTED    1 2
 NE0873
 NE0873.Superseded values are not recommended for survey control.
 NE0873
 NE0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0873.See file dsdata.pdf to determine how the superseded data were derived.
 NE0873
 NE0873_MARKER: DD = SURVEY DISK
 NE0873_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NE0873_SP_SET: PILLAR
 NE0873_STAMPING: 3027 BM
 NE0873_MARK LOGO: CGS
 NE0873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0873_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0873+SATELLITE: SATELLITE OBSERVATIONS - 1959
 NE0873
 NE0873  HISTORY     - Date     Condition        Report By
 NE0873  HISTORY     - 1972     MONUMENTED       GSC
 NE0873  HISTORY     - 1959     GOOD             GSC
 NE0873  HISTORY     - 1980     GOOD             NGS
 NE0873
 NE0873                          STATION DESCRIPTION
 NE0873
 NE0873'DESCRIBED BY GEODETIC SURVEY OF CANADA 1959 (UNK)
 NE0873'THE TABLET IS LOCATED ABOUT 167.3 KM (104.0 MI) WEST-SOUTHWEST OF
 NE0873'LONDON, 91.4 KM (56.8 MI) SOUTHWEST OF SARNIA, 75.5 KM (46.9 MI) WEST
 NE0873'OF CHATHAM-KENT AND IN WINDSOR.
 NE0873'
 NE0873'THE TABLET IS LOCATED IN THE MAIN PILLAR OF THE AMBASSADOR BRIDGE AT
 NE0873'THE CORNER OF UNIVERSITY STREET AND HURON CHURCH LINE.
 NE0873'
 NE0873'THE TABLET IS FOUND IN THE NORTHEAST FACE OF THE PILLAR, 30 CM (12
 NE0873'INCHES) FROM NORTHWEST CORNER AND 30 CM (12 INCHES) ABOVE GROUND
 NE0873'LEVEL.
 NE0873
 NE0873                          STATION RECOVERY (1980)
 NE0873
 NE0873'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0873'IN WINDSOR.
 NE0873'IN WINDSOR, NEAR THE INTERSECTION OF HURON CHURCH LINE AND UNIVERSITY
 NE0873'AVENUE WEST, 30.6 METERS (100.4 FEET) NORTHWEST OF NORTHWEST CURB
 NE0873'OF UNIVERSITY AVENUE, 3.3 METERS (11.0 FEET) SOUTHWEST OF SOUTHWEST
 NE0873'CURB OF HURON CHURCH LINE, AND IN LINE WITH NORTHEAST FACE OF PILLAR
 NE0873'SET VERTICALLY IN THE NORTHEAST FACE OF CONCRETE PILLAR.
 NE0873'THE MARK IS 0.24 M ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NE0541 ***********************************************************************
 NE0541  DESIGNATION -  59U510
 NE0541  PID         -  NE0541
 NE0541  STATE/COUNTY-  ON/ESSEX
 NE0541  COUNTRY     -  CANADA
 NE0541  NTS MAPSHEET-  AMHERSTBURG (2020)
 NE0541
 NE0541                         *CURRENT SURVEY CONTROL
 NE0541  ______________________________________________________________________
 NE0541* NAD 83(1986) POSITION- 42 08 04.7    (N) 083 06 53.1    (W)   HD_HELD2
 NE0541* NAVD 88 ORTHO HEIGHT -   181.269 (meters)      594.71  (feet) ADJUSTED
 NE0541  ______________________________________________________________________
 NE0541  GEOID HEIGHT    -        -35.363 (meters)                     EGM08
 NE0541  DYNAMIC HEIGHT  -        181.210 (meters)      594.52  (feet) COMP
 NE0541  MODELED GRAVITY -    980,292.7   (mgal)                       NAVD 88
 NE0541
 NE0541  VERT ORDER      -  FIRST     CLASS 0
 NE0541
 NE0541.The positional and height information provided upon this datasheet are not
 NE0541.officially recognized by the Government of Canada, provincial governments
 NE0541.within Canada, nor are they intended to replace or substitute for them.
 NE0541.The intent of sharing this data is to allow access to positions or heights
 NE0541.recognized by the United States Government. Passive control that is used by
 NE0541.both nations may share the same or similar designations or descriptions but
 NE0541.do not share official positions or heights. The 'Station Description' may
 NE0541.originate from a Canadian 'Station Report' and if so contains information
 NE0541.licensed under the 'Open Government License - Canada'.
 NE0541
 NE0541.The horizontal coordinates were established by autonomous hand held GPS
 NE0541.observations and have an estimated accuracy of +/- 10 meters.
 NE0541
 NE0541.The orthometric height was determined by differential leveling and
 NE0541.adjusted by the NATIONAL GEODETIC SURVEY
 NE0541.in June 1991.
 NE0541
 NE0541.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0541
 NE0541.Click photographs - Photos may exist for this station.
 NE0541
 NE0541.The dynamic height is computed by dividing the NAVD 88
 NE0541.geopotential number by the normal gravity value computed on the
 NE0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0541.degrees latitude (g = 980.6199 gals.).
 NE0541
 NE0541.The modeled gravity was interpolated from observed gravity values.
 NE0541
 NE0541
 NE0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2522766889(NAD 83)
 NE0541
 NE0541                          SUPERSEDED SURVEY CONTROL
 NE0541
 NE0541  NGVD 29 (11/26/84)  181.439  (m)          595.27   (f) ADJUSTED    1 0
 NE0541
 NE0541.Superseded values are not recommended for survey control.
 NE0541
 NE0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0541.See file dsdata.pdf to determine how the superseded data were derived.
 NE0541
 NE0541_MARKER: DD = SURVEY DISK
 NE0541_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NE0541_SP_SET: CORNER STONE FOUNDATION
 NE0541_MARK LOGO: USLS
 NE0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0541+STABILITY: SURFACE MOTION
 NE0541_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0541+SATELLITE: SATELLITE OBSERVATIONS - 1959
 NE0541
 NE0541  HISTORY     - Date     Condition        Report By
 NE0541  HISTORY     - UNK      MONUMENTED       USLS
 NE0541  HISTORY     - 1959     GOOD             CGS
 NE0541  HISTORY     - 1970     GOOD             USLS
 NE0541  HISTORY     - 1980     GOOD             NGS
 NE0541
 NE0541                          STATION DESCRIPTION
 NE0541
 NE0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (UNK)
 NE0541'THE TABLET IS LOCATED ABOUT 179.2 KM (111.4 MI) WEST-SOUTHWEST OF
 NE0541'LONDON, 109.0 KM (67.7 MI) SOUTHWEST OF SARNIA, 83.1 KM (51.6 MI)
 NE0541'WEST-SOUTHWEST OF CHATHAM-KENT, 18.5 KM (11.5 MI) SOUTHWEST OF WINDSOR
 NE0541'AND IN AMHERSTBURG.
 NE0541'
 NE0541'THE TABLET IS LOCATED AT A RED BRICK HOUSE (CIVIC NUMBER 687) ON THE
 NE0541'EAST SIDE OF HIGHWAY 18, 3.8 KM (2.4 MI) NORTH OF THE INTERSECTION
 NE0541'WITH RICHMOND STREET, 670 M (2198.2 FT) NORTH OF A LIMEKILN CROSSING
 NE0541'REAR RANGE LIGHT, NEARLY OPPOSITE LIVINGSTON CHANNEL UPPER ENTRANCE
 NE0541'LIGHT.
 NE0541'
 NE0541'THE TABLET IS FOUND IN THE WEST FOUNDATION WALL, 12 CM (5 INCHES) FROM
 NE0541'SOUTHWEST CORNER AND 57 CM (22 INCHES) ABOVE WATER TABLE.
 NE0541
 NE0541                          STATION RECOVERY (1970)
 NE0541
 NE0541'RECOVERY NOTE BY US LAKE SURVEY 1970
 NE0541'2.4 MI N FROM AMERSTBURG.
 NE0541'REAUME RED BRICK HOUSE OF W.P. COULTER, ON EAST SIDE OF HIGHWAY
 NE0541'NO. 18, 2.4 MILES NORTH OF POST OFFICE, 2200 FEET NORTH OF THE
 NE0541'LIMEKILN CROSSING REAR RANGE LIGHT, NEARLY OPPOSITE THE
 NE0541'LIVINGSTONE CHANNEL UPPER ENTRANCE LIGHT, TABLET ON WEST FACE
 NE0541'OF HOUSE, 5 INCHES FROM SOUTHWEST CORNER, 1 FOOT 11 INCHES
 NE0541'ABOVE WATER-TABLE.
 NE0541
 NE0541                          STATION RECOVERY (1980)
 NE0541
 NE0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0541'3.95 KILOMETERS (2.45 MILES) NORTH ALONG CANADIAN HIGHWAY 18 FROM
 NE0541'THE MUNICIPAL BUILDING IN AMHERSTBURG, SET VERTICALLY 2 AN 1/2 FEET
 NE0541'ABOVE THE GROUND IN THE WEST FACE OF THE CONCRETE CORNER STONE OF
 NE0541'THE SOUTHWEST CORNER OF A 2 STORY BRICK HOUSE NUMBER 687 HIGHWAY 18,
 NE0541'3.85 METERS (12.6 FEET) SOUTH OF THE SOUTH FACE OF THE BRICK
 NE0541'FOUNDATION OF THE FRONT PORCH, 3.2 METERS (10.5 FEET) NORTH OF THE
 NE0541'NORTH EDGE OF THE PAVED DRIVEWAY FOR THE HOUSE, AND 0.12 METER
 NE0541'(0.4 FEET) NORTH OF THE SOUTHWEST CORNER OF THE HOUSE.
 NE0541'THE MARK IS 0.61 M ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NE0962 ***********************************************************************
 NE0962  DESIGNATION -  59U9515
 NE0962  PID         -  NE0962
 NE0962  STATE/COUNTY-  ON/LAMBTON
 NE0962  COUNTRY     -  CANADA
 NE0962  NTS MAPSHEET-  SARNIA (2020)
 NE0962
 NE0962                         *CURRENT SURVEY CONTROL
 NE0962  ______________________________________________________________________
 NE0962* NAD 83(1986) POSITION- 42 59 28.     (N) 082 25 18.     (W)   SCALED
 NE0962* NAVD 88 ORTHO HEIGHT -   178.159 (meters)      584.51  (feet) ADJUSTED
 NE0962  ______________________________________________________________________
 NE0962  GEOID HEIGHT    -        -35.414 (meters)                     EGM08
 NE0962  DYNAMIC HEIGHT  -        178.115 (meters)      584.37  (feet) COMP
 NE0962  MODELED GRAVITY -    980,370.2   (mgal)                       NAVD 88
 NE0962
 NE0962  VERT ORDER      -  FIRST     CLASS II
 NE0962
 NE0962.The positional and height information provided upon this datasheet are not
 NE0962.officially recognized by the Government of Canada, provincial governments
 NE0962.within Canada, nor are they intended to replace or substitute for them.
 NE0962.The intent of sharing this data is to allow access to positions or heights
 NE0962.recognized by the United States Government. Passive control that is used by
 NE0962.both nations may share the same or similar designations or descriptions but
 NE0962.do not share official positions or heights. The 'Station Description' may
 NE0962.originate from a Canadian 'Station Report' and if so contains information
 NE0962.licensed under the 'Open Government License - Canada'.
 NE0962
 NE0962.The horizontal coordinates were scaled from a map and have
 NE0962.an estimated accuracy of +/- 6 seconds.
 NE0962
 NE0962.The orthometric height was determined by differential leveling and
 NE0962.adjusted by the NATIONAL GEODETIC SURVEY
 NE0962.in June 1991.
 NE0962
 NE0962.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0962
 NE0962.Click photographs - Photos may exist for this station.
 NE0962
 NE0962.The dynamic height is computed by dividing the NAVD 88
 NE0962.geopotential number by the normal gravity value computed on the
 NE0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0962.degrees latitude (g = 980.6199 gals.).
 NE0962
 NE0962.The modeled gravity was interpolated from observed gravity values.
 NE0962
 NE0962
 NE0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH841608(NAD 83)
 NE0962
 NE0962                          SUPERSEDED SURVEY CONTROL
 NE0962
 NE0962  NGVD 29 (11/26/84)  178.274  (m)          584.89   (f) ADJUSTED    1 2
 NE0962
 NE0962.Superseded values are not recommended for survey control.
 NE0962
 NE0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0962.See file dsdata.pdf to determine how the superseded data were derived.
 NE0962
 NE0962_MARKER: DD = SURVEY DISK
 NE0962_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NE0962_SP_SET: RETAINING WALL
 NE0962_STAMPING: PTED 1 1959
 NE0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0962+STABILITY: SURFACE MOTION
 NE0962
 NE0962  HISTORY     - Date     Condition        Report By
 NE0962  HISTORY     - 1959     MONUMENTED       GSC
 NE0962  HISTORY     - 1980     GOOD             NGS
 NE0962
 NE0962                          STATION DESCRIPTION
 NE0962
 NE0962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0962'IN PORT EDWARD.
 NE0962'IN PORT EDWARD, AT THE SOUTHWEST CORNER OF THE PROPERTY OF THE CANADIA
 NE0962'NATIONAL RAILWAYS, SET AT THE SOUTHEAST CORNER AND IN TOP OF AN
 NE0962'OLD RETAINING WALL NEAR THE EDGE OF THE ST CLAIR RIVER, 44 METERS
 NE0962'(143 FEET) NORTH OF THE NORTH CORNER OF A CANADIAN WATER GAGE HOUSE,
 NE0962'2.0 METERS (6.5 FEET) EAST OF THE WATER EDGE, 0.3 METER (1.0 FOOT)
 NE0962'NORTH OF THE SOUTH EDGE OF THE RETAINING WALL.
 NE0962'THE MARK IS 0.75 M ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DL5281 ***********************************************************************
 DL5281  DESIGNATION -  6 C
 DL5281  PID         -  DL5281
 DL5281  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 DL5281  COUNTRY     -  CANADA
 DL5281  NTS MAPSHEET-  CORNWALL (2020)
 DL5281
 DL5281                         *CURRENT SURVEY CONTROL
 DL5281  ______________________________________________________________________
 DL5281* NAD 83(1986) POSITION- 45 00 29.06   (N) 074 47 33.36   (W)   HD_HELD1
 DL5281* NAVD 88 ORTHO HEIGHT -    77.917 (meters)      255.63  (feet) ADJUSTED
 DL5281  ______________________________________________________________________
 DL5281  GEOID HEIGHT    -        -31.516 (meters)                     EGM08
 DL5281  DYNAMIC HEIGHT  -         77.916 (meters)      255.63  (feet) COMP
 DL5281  MODELED GRAVITY -    980,598.7   (mgal)                       NAVD 88
 DL5281
 DL5281  VERT ORDER      -  FIRST     CLASS II
 DL5281
 DL5281.The positional and height information provided upon this datasheet are not
 DL5281.officially recognized by the Government of Canada, provincial governments
 DL5281.within Canada, nor are they intended to replace or substitute for them.
 DL5281.The intent of sharing this data is to allow access to positions or heights
 DL5281.recognized by the United States Government. Passive control that is used by
 DL5281.both nations may share the same or similar designations or descriptions but
 DL5281.do not share official positions or heights. The 'Station Description' may
 DL5281.originate from a Canadian 'Station Report' and if so contains information
 DL5281.licensed under the 'Open Government License - Canada'.
 DL5281
 DL5281.The horizontal coordinates were determined by differentially corrected
 DL5281.hand held GPS observations or other comparable positioning techniques
 DL5281.and have an estimated accuracy of +/- 3 meters.
 DL5281
 DL5281.The orthometric height was determined by differential leveling and
 DL5281.adjusted by the NATIONAL GEODETIC SURVEY
 DL5281.in March 2024.
 DL5281
 DL5281.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5281
 DL5281.Click photographs - Photos may exist for this station.
 DL5281
 DL5281.The dynamic height is computed by dividing the NAVD 88
 DL5281.geopotential number by the normal gravity value computed on the
 DL5281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5281.degrees latitude (g = 980.6199 gals.).
 DL5281
 DL5281.The modeled gravity was interpolated from observed gravity values.
 DL5281
 DL5281
 DL5281_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1634383868(NAD 83)
 DL5281
 DL5281                          SUPERSEDED SURVEY CONTROL
 DL5281
 DL5281  NAVD 88 (10/14/09)   77.907  (m)          255.60   (f) SUPERSEDED  1 2
 DL5281
 DL5281.Superseded values are not recommended for survey control.
 DL5281
 DL5281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5281.See file dsdata.pdf to determine how the superseded data were derived.
 DL5281
 DL5281_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DL5281_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL5281_SP_SET: DAM DECK
 DL5281_MARK LOGO: NONE
 DL5281_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5281+STABILITY: SURFACE MOTION
 DL5281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5281+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2022
 DL5281
 DL5281  HISTORY     - Date     Condition        Report By
 DL5281  HISTORY     - 1958     MONUMENTED       ONTAPW
 DL5281  HISTORY     - 20220912 GOOD             NGS
 DL5281
 DL5281                          STATION DESCRIPTION
 DL5281
 DL5281'DESCRIBED BY ONTARIO POWER GENERATION 1958
 DL5281'THE MARK IS LOCATED ABOUT 3.24 MI (5.2 KM) SOUTHWEST OF CORNWALL,
 DL5281'ONT., 7.28 MI (11.7 KM) NORTH NORTHEAST OF MASSENA, NY.
 DL5281'OWNERSHIP--ONTARIO POWER GENERATION.  CONTACT THE ENGINEERING
 DL5281'DEPARTMENT AT 613-932-3072 TO OBTAIN PERMISSION TO ACCESS THE MARK.
 DL5281'
 DL5281'BM 6-C IS THE HIGHEST POINT OF A 2-INCH (5 CM) BRASS HEX DISK SET
 DL5281'FLUSH IN THE CONCRETE DECK OF THE TOP OF THE HEADWORK.
 DL5281'
 DL5281'IT IS 6.50 M (21.3 FT) WEST OF THE SOUTHWEST CORNER OF HEAD GATE HATCH
 DL5281'COVER 6C AND 0.495 M (1.6 FT) WEST OF THE WESTERNMOST RAIL OF THE
 DL5281'OVERHEAD GANTRY CRANE.
 DL5281'
 DL5281'NOTE-NO STAMPING ON DISK.
 DL5281
 DL5281                          STATION RECOVERY (2022)
 DL5281
 DL5281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (JAO)
 DL5281'MARK IS LOCATED 4.9 KM (3.0 MI) WEST-SOUTHWEST OF THE CORNWALL,
 DL5281'ONTARIO, CANADA CITY HALL AND WITHIN THE GROUNDS FOR THE ROBERT H.
 DL5281'SAUNDERS POWER DAM, ST. LAWRENCE GENERATING STATION, OPERATED BY
 DL5281'ONTARIO POWER GENERATION (OPG).
 DL5281'
 DL5281'CONTACT THE ENGINEERING DEPARTMENT AT 613-932-3072 TO OBTAIN
 DL5281'PERMISSION TO ACCESS THE MARK.
 DL5281'
 DL5281'6 C IS THE HIGHEST POINT OF A 5 CM (2 INCH) BRASS HEXAGONAL SHAPE DISK
 DL5281'SET FLUSH IN THE CONCRETE DECK ON THE NORTHWEST SIDE AND ON THE TOP OF
 DL5281'THE HEADWORKS.
 DL5281'
 DL5281'IT IS 6.80 M (22.6 FT) WEST NORTHWEST OF THE NORTHWEST CORNER OF HEAD
 DL5281'GATE HATCH COVER 7A, 6.50 M (21.4 FT) WEST-SOUTHWEST OF THE SOUTHWEST
 DL5281'CORNER OF HEAD GATE HATCH COVER 6C AND 0.5 M (1.5 FT) WEST OF THE
 DL5281'WESTERNMOST RAIL FOR THE OVERHEAD GANTRY CRANE.
 DL5281'
 DL5281'NOTE-NO STAMPING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0899 ***********************************************************************
 RJ0899  DESIGNATION -  60 USLS 1878
 RJ0899  PID         -  RJ0899
 RJ0899  STATE/COUNTY-  ON/ALGOMA
 RJ0899  COUNTRY     -  CANADA
 RJ0899  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ0899
 RJ0899                         *CURRENT SURVEY CONTROL
 RJ0899  ______________________________________________________________________
 RJ0899* NAD 83(1986) POSITION- 46 17 31.16921(N) 084 06 38.25037(W)   ADJUSTED
 RJ0899* NAVD 88 ORTHO HEIGHT -   177.7   (meters)      583.    (feet) VERTCON
 RJ0899  ______________________________________________________________________
 RJ0899  GEOID HEIGHT    -        -37.064 (meters)                     EGM08
 RJ0899  HORZ ORDER      -  SECOND
 RJ0899
 RJ0899.The positional and height information provided upon this datasheet are not
 RJ0899.officially recognized by the Government of Canada, provincial governments
 RJ0899.within Canada, nor are they intended to replace or substitute for them.
 RJ0899.The intent of sharing this data is to allow access to positions or heights
 RJ0899.recognized by the United States Government. Passive control that is used by
 RJ0899.both nations may share the same or similar designations or descriptions but
 RJ0899.do not share official positions or heights. The 'Station Description' may
 RJ0899.originate from a Canadian 'Station Report' and if so contains information
 RJ0899.licensed under the 'Open Government License - Canada'.
 RJ0899
 RJ0899.The horizontal coordinates were established by classical geodetic methods
 RJ0899.and adjusted by the National Geodetic Survey in May 1990.
 RJ0899
 RJ0899.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ0899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ0899
 RJ0899.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0899
 RJ0899.Click photographs - Photos may exist for this station.
 RJ0899
 RJ0899. The following values were computed from the NAD 83(1986) position.
 RJ0899
 RJ0899;                    North         East     Units Scale Factor Converg.
 RJ0899;UTM  16      - 5,130,548.601   722,547.053   MT  1.00020886   +2 05 22.2
 RJ0899
 RJ0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0899!UTM  16      -   0.99997795  x   1.00020886  =   1.00018680
 RJ0899
 RJ0899:                Primary Azimuth Mark                     Grid Az
 RJ0899:UTM  16      -  COYLE IBC 1944                           177 30 11.8
 RJ0899
 RJ0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2254730548(NAD 83)
 RJ0899
 RJ0899|---------------------------------------------------------------------|
 RJ0899| PID    Reference Object                     Distance      Geod. Az  |
 RJ0899|                                                           dddmmss.s |
 RJ0899| RJ0898 COYLE IBC 1944                      APPROX. 2.1 KM 1793534.0 |
 RJ0899|---------------------------------------------------------------------|
 RJ0899
 RJ0899                          SUPERSEDED SURVEY CONTROL
 RJ0899
 RJ0899  NAD 83(1986)-  46 17 31.15887(N)    084 06 38.25537(W) AD(       ) 3
 RJ0899  NAD 27      -  46 17 31.10000(N)    084 06 38.15700(W) AD(       ) 3
 RJ0899  USSD        -  46 17 31.83000(N)    084 06 37.40000(W) AD(       ) 3
 RJ0899  NGVD 29 (05/22/90)  177.7    (m)          583.     (f) VERT ANG       
 RJ0899
 RJ0899.Superseded values are not recommended for survey control.
 RJ0899
 RJ0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0899.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0899
 RJ0899_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0899_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0899+STABILITY: SURFACE MOTION
 RJ0899
 RJ0899  HISTORY     - Date     Condition        Report By
 RJ0899  HISTORY     - 1878     MONUMENTED       USLS
 RJ0899  HISTORY     - 1968     GOOD             USACE
 RJ0899  HISTORY     - 1988     GOOD             USACE
 RJ0899
 RJ0899                          STATION DESCRIPTION
 RJ0899
 RJ0899'DESCRIBED BY US LAKE SURVEY 1878
 RJ0899'ON THE S PRONG OF GREEN POINT ON W SIDE OF ST JOSEPH ISLAND, AT
 RJ0899'ABOUT THE CENTER OF LITTLE MUD LAKE.  IT IS 18 FEET TO THE WATER S
 RJ0899'OF THE POINT, 25 FEET E OF THE WATER AT THE END OF THE POINT, AND
 RJ0899'4 FEET ABOVE THE WATER, AMONG A FEW SMALL BUSHES.
 RJ0899'
 RJ0899'STATION MARK IS A DRILL HOLE IN A SMOOTH ROCK 2 FEET UNDERGROUND.  A
 RJ0899'STANDARD I B C BRONZE DISK IN THE TOP OF A CYLINDER OF CONCRETE 7
 RJ0899'INCHES IN DIAMETER AND 20 INCHES LONG IS SET EXACTLY OVER THE
 RJ0899'STATION.  A WHITE TRIPOD IS OVER THE STATION.
 RJ0899
 RJ0899                          STATION RECOVERY (1968)
 RJ0899
 RJ0899'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1968
 RJ0899'RECOVERED IN GOOD CONDITION.
 RJ0899
 RJ0899                          STATION RECOVERY (1988)
 RJ0899
 RJ0899'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ0899'THE STATION IS ABOUT 29.1 KM (18.1 MI) SOUTHEAST OF SAULT STE MARIE,
 RJ0899'38.6 KM (24.0 MI) EAST-NORTHEAST OF RUDYARD AND 38.6 KM
 RJ0899'(24.0 MI) NORTH-NORTHWEST OF DETOUR VILLAGE IN FRAC. PART OF LOT 3,
 RJ0899'CONCESSION A, ST. JOSEPH TOWNSHIP.
 RJ0899'OWNERSHIP---TOWNSHIP OF ST. JOSEPH, ONTARIO, CANADA
 RJ0899'
 RJ0899'TO REACH STATION FROM THE POST OFFICE IN BARBEAU MI, TRAVEL EAST
 RJ0899'FOR 4.3 KM (2.7 MI) ON 15 MILE ROAD TO SCENIC DRIVE, TURN LEFT
 RJ0899'AND TRAVEL NORTH FOR 3.7 KM (2.3 MI) ON SCENIC DRIVE
 RJ0899'TO BRIDGE CROSSING THE CHARLOTTE
 RJ0899'RIVER, AT NORTH END OF BRIDGE TURN RIGHT ONTO GRAVEL ROAD TO PUBLIC
 RJ0899'BOAT LAUNCH. BY BOAT TRAVEL UPRIVER FOR 30 MINUTES ALONG MIDDLE
 RJ0899'NEEBISH CHANEL TO THE MUNUSCONG CHANNEL, TRAVEL UPRIVER ALONG THE
 RJ0899'MUNUSCONG CHANNEL FOR 9 MINUTES TO GREEN POINT ON THE EAST SIDE OF
 RJ0899'CHANNEL, WHERE THE STATION IS LOCATED.
 RJ0899'
 RJ0899'THE STATION IS AN IBC CAP IN A 20 CM (8 IN) CONCRETE CYLINDER
 RJ0899'LOCATED NEXT TO A LARGE GAMMON REEL TARGET, 7.3 METERS (24 FT) FROM
 RJ0899'THE WATERS
 RJ0899'EDGE ON THE WEST AND 7.6 METERS (25 FT) FROM THE WATERS EDGE ON THE
 RJ0899'SOUTH.
 RJ0899'
 RJ0899'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 OG0470 ***********************************************************************
 OG0470  DESIGNATION -  60U3327
 OG0470  PID         -  OG0470
 OG0470  STATE/COUNTY-  ON/HAMILTON
 OG0470  COUNTRY     -  CANADA
 OG0470  NTS MAPSHEET-  BURLINGTON (2020)
 OG0470
 OG0470                         *CURRENT SURVEY CONTROL
 OG0470  ______________________________________________________________________
 OG0470* NAD 83(1986) POSITION- 43 17 54.     (N) 079 47 47.     (W)   SCALED
 OG0470* NAVD 88 ORTHO HEIGHT -    76.817 (meters)      252.02  (feet) ADJUSTED
 OG0470  ______________________________________________________________________
 OG0470  GEOID HEIGHT    -        -36.922 (meters)                     EGM08
 OG0470  DYNAMIC HEIGHT  -         76.799 (meters)      251.96  (feet) COMP
 OG0470  MODELED GRAVITY -    980,398.8   (mgal)                       NAVD 88
 OG0470
 OG0470  VERT ORDER      -  FIRST     CLASS II
 OG0470
 OG0470.The positional and height information provided upon this datasheet are not
 OG0470.officially recognized by the Government of Canada, provincial governments
 OG0470.within Canada, nor are they intended to replace or substitute for them.
 OG0470.The intent of sharing this data is to allow access to positions or heights
 OG0470.recognized by the United States Government. Passive control that is used by
 OG0470.both nations may share the same or similar designations or descriptions but
 OG0470.do not share official positions or heights. The 'Station Description' may
 OG0470.originate from a Canadian 'Station Report' and if so contains information
 OG0470.licensed under the 'Open Government License - Canada'.
 OG0470
 OG0470.The horizontal coordinates were scaled from a map and have
 OG0470.an estimated accuracy of +/- 6 seconds.
 OG0470
 OG0470.The orthometric height was determined by differential leveling and
 OG0470.adjusted by the NATIONAL GEODETIC SURVEY
 OG0470.in June 1991.
 OG0470
 OG0470.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0470
 OG0470.Click photographs - Photos may exist for this station.
 OG0470
 OG0470.The dynamic height is computed by dividing the NAVD 88
 OG0470.geopotential number by the normal gravity value computed on the
 OG0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0470.degrees latitude (g = 980.6199 gals.).
 OG0470
 OG0470.The modeled gravity was interpolated from observed gravity values.
 OG0470
 OG0470
 OG0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNH976946(NAD 83)
 OG0470
 OG0470                          SUPERSEDED SURVEY CONTROL
 OG0470
 OG0470.No superseded survey control is available for this station.
 OG0470
 OG0470_MARKER: DD = SURVEY DISK
 OG0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0470_STAMPING: 60 U 3327
 OG0470_MARK LOGO: GSC
 OG0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0470+STABILITY: SURFACE MOTION
 OG0470
 OG0470  HISTORY     - Date     Condition        Report By
 OG0470  HISTORY     - 1960     MONUMENTED       GSC
 OG0470  HISTORY     - 1980     GOOD             NOS
 OG0470
 OG0470                          STATION DESCRIPTION
 OG0470
 OG0470'DESCRIBED BY NATIONAL OCEAN SERVICE 1980
 OG0470'IN BURLINGTON.
 OG0470'THIS BENCH MARK IS AT THE WATER LEVEL MONITORING STATION IN
 OG0470'BURLINGTON, ONTARIO, CANADA.  HEIGHT ABOVE NAVD88 IS AVAILABLE FROM
 OG0470'THE GEODETIC SURVEY OF CANADA, AND ABOVE IGLD80 FROM THE CANADIAN
 OG0470'HYDROGRAPHIC SERVICE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NE1063 ***********************************************************************
 NE1063  DESIGNATION -  61U9504
 NE1063  PID         -  NE1063
 NE1063  STATE/COUNTY-  ON/ESSEX
 NE1063  COUNTRY     -  CANADA
 NE1063  NTS MAPSHEET-  BELLE RIVER (2020)
 NE1063
 NE1063                         *CURRENT SURVEY CONTROL
 NE1063  ______________________________________________________________________
 NE1063* NAD 83(1986) POSITION- 42 17 48.     (N) 082 42 36.     (W)   SCALED
 NE1063* NAVD 88 ORTHO HEIGHT -   176.660 (meters)      579.59  (feet) ADJUSTED
 NE1063  ______________________________________________________________________
 NE1063  GEOID HEIGHT    -        -35.372 (meters)                     EGM08
 NE1063  DYNAMIC HEIGHT  -        176.606 (meters)      579.41  (feet) COMP
 NE1063  MODELED GRAVITY -    980,310.9   (mgal)                       NAVD 88
 NE1063
 NE1063  VERT ORDER      -  FIRST     CLASS II
 NE1063
 NE1063.The positional and height information provided upon this datasheet are not
 NE1063.officially recognized by the Government of Canada, provincial governments
 NE1063.within Canada, nor are they intended to replace or substitute for them.
 NE1063.The intent of sharing this data is to allow access to positions or heights
 NE1063.recognized by the United States Government. Passive control that is used by
 NE1063.both nations may share the same or similar designations or descriptions but
 NE1063.do not share official positions or heights. The 'Station Description' may
 NE1063.originate from a Canadian 'Station Report' and if so contains information
 NE1063.licensed under the 'Open Government License - Canada'.
 NE1063
 NE1063.The horizontal coordinates were scaled from a map and have
 NE1063.an estimated accuracy of +/- 6 seconds.
 NE1063
 NE1063.The orthometric height was determined by differential leveling and
 NE1063.adjusted by the NATIONAL GEODETIC SURVEY
 NE1063.in June 1991.
 NE1063
 NE1063.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1063
 NE1063.Click photographs - Photos may exist for this station.
 NE1063
 NE1063.The dynamic height is computed by dividing the NAVD 88
 NE1063.geopotential number by the normal gravity value computed on the
 NE1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1063.degrees latitude (g = 980.6199 gals.).
 NE1063
 NE1063.The modeled gravity was interpolated from observed gravity values.
 NE1063
 NE1063
 NE1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG590841(NAD 83)
 NE1063
 NE1063                          SUPERSEDED SURVEY CONTROL
 NE1063
 NE1063.No superseded survey control is available for this station.
 NE1063
 NE1063_MARKER: DD = SURVEY DISK
 NE1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1063_STAMPING: 61U9504
 NE1063_MARK LOGO: GSC
 NE1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1063+STABILITY: SURFACE MOTION
 NE1063
 NE1063  HISTORY     - Date     Condition        Report By
 NE1063  HISTORY     - 1961     MONUMENTED       GSC
 NE1063  HISTORY     - 1980     GOOD             NOS
 NE1063
 NE1063                          STATION DESCRIPTION
 NE1063
 NE1063'DESCRIBED BY NATIONAL OCEAN SERVICE 1980
 NE1063'IN BELLE RIVER.
 NE1063'THIS BENCH MARK IS AT THE WATER LEVEL MONITORING STATION IN BELLE
 NE1063'RIVER, ONTARIO, CANADA.  HEIGHT ABOVE NAVD88 IS AVAILABLE FROM THE
 NE1063'CANADIAN GEODETIC SURVEY, AND ABOVE IGLD80 FROM THE CANADIAN
 NE1063'HYDROGRAPHIC SERVICE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0897 ***********************************************************************
 RJ0897  DESIGNATION -  62 USLS 1878
 RJ0897  PID         -  RJ0897
 RJ0897  STATE/COUNTY-  ON/ALGOMA
 RJ0897  COUNTRY     -  CANADA
 RJ0897  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ0897
 RJ0897                         *CURRENT SURVEY CONTROL
 RJ0897  ______________________________________________________________________
 RJ0897* NAD 83(1986) POSITION- 46 16 23.79667(N) 084 06 37.11629(W)   ADJUSTED
 RJ0897* NAVD 88 ORTHO HEIGHT -   178.    (meters)      584.    (feet) VERTCON
 RJ0897  ______________________________________________________________________
 RJ0897  GEOID HEIGHT    -        -37.050 (meters)                     EGM08
 RJ0897  HORZ ORDER      -  SECOND
 RJ0897
 RJ0897.The positional and height information provided upon this datasheet are not
 RJ0897.officially recognized by the Government of Canada, provincial governments
 RJ0897.within Canada, nor are they intended to replace or substitute for them.
 RJ0897.The intent of sharing this data is to allow access to positions or heights
 RJ0897.recognized by the United States Government. Passive control that is used by
 RJ0897.both nations may share the same or similar designations or descriptions but
 RJ0897.do not share official positions or heights. The 'Station Description' may
 RJ0897.originate from a Canadian 'Station Report' and if so contains information
 RJ0897.licensed under the 'Open Government License - Canada'.
 RJ0897
 RJ0897.The horizontal coordinates were established by classical geodetic methods
 RJ0897.and adjusted by the National Geodetic Survey in May 1990.
 RJ0897
 RJ0897.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ0897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ0897
 RJ0897.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0897
 RJ0897.Click photographs - Photos may exist for this station.
 RJ0897
 RJ0897. The following values were computed from the NAD 83(1986) position.
 RJ0897
 RJ0897;                    North         East     Units Scale Factor Converg.
 RJ0897;UTM  16      - 5,128,470.179   722,647.176   MT  1.00020941   +2 05 20.7
 RJ0897
 RJ0897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0897!UTM  16      -   0.99997793  x   1.00020941  =   1.00018733
 RJ0897
 RJ0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2264728470(NAD 83)
 RJ0897
 RJ0897                          SUPERSEDED SURVEY CONTROL
 RJ0897
 RJ0897  NAD 83(1986)-  46 16 23.78428(N)    084 06 37.12093(W) AD(       ) 3
 RJ0897  NAD 27      -  46 16 23.72900(N)    084 06 37.02600(W) AD(       ) 3
 RJ0897  USSD        -  46 16 24.46000(N)    084 06 36.26000(W) AD(       ) 3
 RJ0897  NGVD 29 (05/22/90)  178.     (m)          584.     (f) VERT ANG       
 RJ0897
 RJ0897.Superseded values are not recommended for survey control.
 RJ0897
 RJ0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0897.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0897
 RJ0897_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0897_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0897+STABILITY: SURFACE MOTION
 RJ0897
 RJ0897  HISTORY     - Date     Condition        Report By
 RJ0897  HISTORY     - 1878     MONUMENTED       USLS
 RJ0897  HISTORY     - 1968     GOOD             USACE
 RJ0897  HISTORY     - 1988     GOOD             USACE
 RJ0897
 RJ0897                          STATION DESCRIPTION
 RJ0897
 RJ0897'DESCRIBED BY US LAKE SURVEY 1878
 RJ0897'ON THE W SIDE OF ST JOSEPH ISLAND, 200 METERS N OF COYLE POINT AT
 RJ0897'THE S END OF LITTLE MUD LAKE.  IT IS ON A ROUNDING POINT, 35 FEET
 RJ0897'FROM THE WATER, IN A VERY SMALL CLEARING IN A CEDAR GROVE, WITH
 RJ0897'HIGH BIRCH TREES INSHORE FROM IT.
 RJ0897'
 RJ0897'STATION MARK IS A SHALLOW DRILL HOLE IN A FLAT ROCK 15 INCHES UNDER
 RJ0897'THE SURFACE OF THE GROUND.  THE ROTTEN CEDAR POST WAS REPLACED OVER
 RJ0897'THE STATION BY A STANDARD I B C BRONZE DISK IN THE TOP OF A CYLINDER
 RJ0897'OF CONCRETE 7 INCHES IN DIAMETER IN DIAMETER AND 20 INCHES LONG.
 RJ0897'THIS PROJECTS 8 INCHES ABOVE THE SURFACE AND IS IN A CAIRN.  A WHITE
 RJ0897'TRIPOD IS OVER THE STATION.
 RJ0897'
 RJ0897'COYLE 1944 IS 9.400 METERS FROM 62 (U S L S), N 88 DEG 27 MIN W.
 RJ0897
 RJ0897                          STATION RECOVERY (1968)
 RJ0897
 RJ0897'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1968
 RJ0897'RECOVERED IN GOOD CONDITION.
 RJ0897
 RJ0897                          STATION RECOVERY (1988)
 RJ0897
 RJ0897'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ0897'THE STATION IS LOCATED ABOUT 30.7 KM (19.1 MI)
 RJ0897'SOUTHEAST OF
 RJ0897'SAULT STE MARIE, 38.3 KM (23.8 MI) EAST-NORTHEAST OF RUDYARD,
 RJ0897'43.5 KM
 RJ0897'(21.8 MI) NORTH-NORTHWEST OF DETOUR VILLAGE IN PART OF LOT 8,
 RJ0897'CONCESSION A, ST JOSEPH TOWNSHIP.
 RJ0897'OWNERSHIP---TOWNSHIP OF ST. JOSEPH, ONTARIO, CANADA
 RJ0897'
 RJ0897'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI, GO EAST FOR
 RJ0897'4.4 KM
 RJ0897'(2.7 MI) ON 15 MILE ROAD TO SCENIC DRIVE, TURN LEFT AND GO
 RJ0897'NORTH FOR 3.7 KM
 RJ0897'(2.3 MI) ON SCENIC DRIVE TO THE BRIDGE CROSSING THE
 RJ0897'CHARLOTTE RIVER, ON THE NORTH END OF THE BRIDGE TURN RIGHT ONTO A
 RJ0897'GRAVEL ROAD AND FOLLOW IT TO THE PUBLIC BOAT LAUNCH.  TRAVEL BY BOAT
 RJ0897'UPRIVER FOR 30 MINUTES ALONG MIDDLE NEEBISH CHANNEL TO THE
 RJ0897'MUNUSCONG CHANNEL, TRAVEL UPRIVER ALONG THE MUNUSCONG CHANNEL FOR
 RJ0897'20 MINUTES TO THE STATION NORTH OF COYLE POINT ON THE EAST SIDE
 RJ0897'OF CHANNEL.
 RJ0897'
 RJ0897'THE STATION IS A STANDARD IBC DISK SET INTO A ROUND CONCRETE
 RJ0897'MONUMENT, LOCATED 152.4 METERS (500 FT) NORTH OF COYLE POINT AND
 RJ0897'6.1 METERS (20 FT) IN FROM THE SHORE.
 RJ0897'
 RJ0897'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0738 ***********************************************************************
 RJ0738  DESIGNATION -  63U135
 RJ0738  PID         -  RJ0738
 RJ0738  STATE/COUNTY-  ON/ALGOMA
 RJ0738  COUNTRY     -  CANADA
 RJ0738  NTS MAPSHEET-  ILE PARISIENNE (2020)
 RJ0738
 RJ0738                         *CURRENT SURVEY CONTROL
 RJ0738  ______________________________________________________________________
 RJ0738* NAD 83(1986) POSITION- 46 31 48.     (N) 084 35 06.     (W)   SCALED
 RJ0738* NAVD 88 ORTHO HEIGHT -   185.929 (meters)      610.00  (feet) ADJUSTED
 RJ0738  ______________________________________________________________________
 RJ0738  GEOID HEIGHT    -        -36.923 (meters)                     EGM08
 RJ0738  DYNAMIC HEIGHT  -        185.942 (meters)      610.04  (feet) COMP
 RJ0738  MODELED GRAVITY -    980,679.4   (mgal)                       NAVD 88
 RJ0738
 RJ0738  VERT ORDER      -  FIRST     CLASS II
 RJ0738
 RJ0738.The positional and height information provided upon this datasheet are not
 RJ0738.officially recognized by the Government of Canada, provincial governments
 RJ0738.within Canada, nor are they intended to replace or substitute for them.
 RJ0738.The intent of sharing this data is to allow access to positions or heights
 RJ0738.recognized by the United States Government. Passive control that is used by
 RJ0738.both nations may share the same or similar designations or descriptions but
 RJ0738.do not share official positions or heights. The 'Station Description' may
 RJ0738.originate from a Canadian 'Station Report' and if so contains information
 RJ0738.licensed under the 'Open Government License - Canada'.
 RJ0738
 RJ0738.The horizontal coordinates were scaled from a map and have
 RJ0738.an estimated accuracy of +/- 6 seconds.
 RJ0738
 RJ0738.The orthometric height was determined by differential leveling and
 RJ0738.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0738.in June 1991.
 RJ0738
 RJ0738.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0738
 RJ0738.Click photographs - Photos may exist for this station.
 RJ0738
 RJ0738.The dynamic height is computed by dividing the NAVD 88
 RJ0738.geopotential number by the normal gravity value computed on the
 RJ0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0738.degrees latitude (g = 980.6199 gals.).
 RJ0738
 RJ0738.The modeled gravity was interpolated from observed gravity values.
 RJ0738
 RJ0738
 RJ0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS852557(NAD 83)
 RJ0738
 RJ0738                          SUPERSEDED SURVEY CONTROL
 RJ0738
 RJ0738.No superseded survey control is available for this station.
 RJ0738
 RJ0738_MARKER: DD = SURVEY DISK
 RJ0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0738_STAMPING: 63U135
 RJ0738_MARK LOGO: GSC
 RJ0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0738+STABILITY: SURFACE MOTION
 RJ0738
 RJ0738  HISTORY     - Date     Condition        Report By
 RJ0738  HISTORY     - 1963     MONUMENTED       GSC
 RJ0738  HISTORY     - 1980     GOOD             NOSOMA
 RJ0738
 RJ0738                          STATION DESCRIPTION
 RJ0738
 RJ0738'DESCRIBED BY NOS OCEANOG + MARINE 1980
 RJ0738'IN GROS CAP.
 RJ0738'THIS BENCH MARK IS AT THE WATER LEVEL MONITORING STATION IN GROS CAP,
 RJ0738'ONTARIO, CANADA.  HEIGHT ABOVE NAVD88 IS AVAILABLE FROM THE CANADIAN
 RJ0738'GEODETIC SURVEY, AND ABOVE IGLD80 FROM THE CANADIAN HYDROGRAPHIC
 RJ0738'SERVICE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 OG0322 ***********************************************************************
 OG0322  DESIGNATION -  63U3536
 OG0322  PID         -  OG0322
 OG0322  STATE/COUNTY-  ON/NIAGARA
 OG0322  COUNTRY     -  CANADA
 OG0322  NTS MAPSHEET-  NIAGARA-ON-THE-LAKE (2020)
 OG0322
 OG0322                         *CURRENT SURVEY CONTROL
 OG0322  ______________________________________________________________________
 OG0322* NAD 83(1986) POSITION- 43 15 18.7    (N) 079 04 18.2    (W)   HD_HELD2
 OG0322* NAVD 88 ORTHO HEIGHT -    87.658 (meters)      287.59  (feet) ADJUSTED
 OG0322  ______________________________________________________________________
 OG0322  GEOID HEIGHT    -        -36.801 (meters)                     EGM08
 OG0322  DYNAMIC HEIGHT  -         87.639 (meters)      287.53  (feet) COMP
 OG0322  MODELED GRAVITY -    980,404.0   (mgal)                       NAVD 88
 OG0322
 OG0322  VERT ORDER      -  FIRST     CLASS 0
 OG0322
 OG0322.The positional and height information provided upon this datasheet are not
 OG0322.officially recognized by the Government of Canada, provincial governments
 OG0322.within Canada, nor are they intended to replace or substitute for them.
 OG0322.The intent of sharing this data is to allow access to positions or heights
 OG0322.recognized by the United States Government. Passive control that is used by
 OG0322.both nations may share the same or similar designations or descriptions but
 OG0322.do not share official positions or heights. The 'Station Description' may
 OG0322.originate from a Canadian 'Station Report' and if so contains information
 OG0322.licensed under the 'Open Government License - Canada'.
 OG0322
 OG0322.The horizontal coordinates were established by autonomous hand held GPS
 OG0322.observations and have an estimated accuracy of +/- 10 meters.
 OG0322
 OG0322.The orthometric height was determined by differential leveling and
 OG0322.adjusted by the NATIONAL GEODETIC SURVEY
 OG0322.in June 1991.
 OG0322
 OG0322.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0322
 OG0322.Click photographs - Photos may exist for this station.
 OG0322
 OG0322.The dynamic height is computed by dividing the NAVD 88
 OG0322.geopotential number by the normal gravity value computed on the
 OG0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0322.degrees latitude (g = 980.6199 gals.).
 OG0322
 OG0322.The modeled gravity was interpolated from observed gravity values.
 OG0322
 OG0322
 OG0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5652090959(NAD 83)
 OG0322
 OG0322                          SUPERSEDED SURVEY CONTROL
 OG0322
 OG0322.No superseded survey control is available for this station.
 OG0322
 OG0322_MARKER: DB = BENCH MARK DISK
 OG0322_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OG0322_SP_SET: FOUNDATION
 OG0322_STAMPING: 3536
 OG0322_MARK LOGO: GSC
 OG0322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OG0322
 OG0322  HISTORY     - Date     Condition        Report By
 OG0322  HISTORY     - 1963     MONUMENTED       GSC
 OG0322  HISTORY     - 19630716 GOOD             GSC
 OG0322  HISTORY     - 1977     GOOD             NGS
 OG0322
 OG0322                          STATION DESCRIPTION
 OG0322
 OG0322'DESCRIBED BY GEODETIC SURVEY OF CANADA 1963 (UNK)
 OG0322'RECOVERED IN GOOD CONDITION.
 OG0322
 OG0322                          STATION RECOVERY (1977)
 OG0322
 OG0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OG0322'IN NIAGARA ON THE LAKE.
 OG0322'IN THE CENTER OF QUEEN STREET DIRECTLY NORTHWEST OF KING STREET,
 OG0322'SET IN NORTHWEST FACE OF CONCRETE BASE OF TOWN CLOCK, 2 FEET NORTH
 OG0322'OF THE SOUTHWEST CORNER, AND 1 FOOT SOUTH OF ENTRANCE TO TOWER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 OG0323 ***********************************************************************
 OG0323  DESIGNATION -  63U3537
 OG0323  PID         -  OG0323
 OG0323  STATE/COUNTY-  ON/NIAGARA
 OG0323  COUNTRY     -  CANADA
 OG0323  NTS MAPSHEET-  NIAGARA-ON-THE-LAKE (2020)
 OG0323
 OG0323                         *CURRENT SURVEY CONTROL
 OG0323  ______________________________________________________________________
 OG0323* NAD 83(1986) POSITION- 43 15 18.3    (N) 079 04 18.8    (W)   HD_HELD2
 OG0323* NAVD 88 ORTHO HEIGHT -    87.617 (meters)      287.46  (feet) ADJUSTED
 OG0323  ______________________________________________________________________
 OG0323  GEOID HEIGHT    -        -36.801 (meters)                     EGM08
 OG0323  DYNAMIC HEIGHT  -         87.598 (meters)      287.39  (feet) COMP
 OG0323  MODELED GRAVITY -    980,404.0   (mgal)                       NAVD 88
 OG0323
 OG0323  VERT ORDER      -  FIRST     CLASS 0
 OG0323
 OG0323.The positional and height information provided upon this datasheet are not
 OG0323.officially recognized by the Government of Canada, provincial governments
 OG0323.within Canada, nor are they intended to replace or substitute for them.
 OG0323.The intent of sharing this data is to allow access to positions or heights
 OG0323.recognized by the United States Government. Passive control that is used by
 OG0323.both nations may share the same or similar designations or descriptions but
 OG0323.do not share official positions or heights. The 'Station Description' may
 OG0323.originate from a Canadian 'Station Report' and if so contains information
 OG0323.licensed under the 'Open Government License - Canada'.
 OG0323
 OG0323.The horizontal coordinates were established by autonomous hand held GPS
 OG0323.observations and have an estimated accuracy of +/- 10 meters.
 OG0323
 OG0323.The orthometric height was determined by differential leveling and
 OG0323.adjusted by the NATIONAL GEODETIC SURVEY
 OG0323.in June 1991.
 OG0323
 OG0323.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0323
 OG0323.Click photographs - Photos may exist for this station.
 OG0323
 OG0323.The dynamic height is computed by dividing the NAVD 88
 OG0323.geopotential number by the normal gravity value computed on the
 OG0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0323.degrees latitude (g = 980.6199 gals.).
 OG0323
 OG0323.The modeled gravity was interpolated from observed gravity values.
 OG0323
 OG0323
 OG0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5650790946(NAD 83)
 OG0323
 OG0323                          SUPERSEDED SURVEY CONTROL
 OG0323
 OG0323.No superseded survey control is available for this station.
 OG0323
 OG0323_MARKER: DB = BENCH MARK DISK
 OG0323_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OG0323_SP_SET: STONE BUILDING
 OG0323_STAMPING: NO. 3537 OTTAWA
 OG0323_MARK LOGO: GSC
 OG0323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OG0323
 OG0323  HISTORY     - Date     Condition        Report By
 OG0323  HISTORY     - 1963     MONUMENTED       GSC
 OG0323  HISTORY     - 19630716 GOOD             GSC
 OG0323  HISTORY     - 1977     GOOD             NGS
 OG0323
 OG0323                          STATION DESCRIPTION
 OG0323
 OG0323'DESCRIBED BY GEODETIC SURVEY OF CANADA 1963 (UNK)
 OG0323'RECOVERED IN GOOD CONDITION.
 OG0323
 OG0323                          STATION RECOVERY (1977)
 OG0323
 OG0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OG0323'IN NIAGARA ON THE LAKE.
 OG0323'AT POLICE STATION, A LARGE GRAY STONE BUILDING ON THE SOUTHWEST
 OG0323'SIDE OF QUEEN STREET DIRECTLY SOUTHWEST OF TOWN CLOCK, SET IN
 OG0323'NORTH FACE OF STONE FOUNDATION, AND 7.4 FEET SOUTHEAST OF THE
 OG0323'NORTHWEST CORNER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 OG0234 ***********************************************************************
 OG0234  DESIGNATION -  63U3550
 OG0234  PID         -  OG0234
 OG0234  STATE/COUNTY-  ON/NIAGARA
 OG0234  COUNTRY     -  CANADA
 OG0234  NTS MAPSHEET-  NIAGARA (2020)
 OG0234
 OG0234                         *CURRENT SURVEY CONTROL
 OG0234  ______________________________________________________________________
 OG0234* NAD 83(1986) POSITION- 43 06 32.8    (N) 079 03 35.3    (W)   HD_HELD2
 OG0234* NAVD 88 ORTHO HEIGHT -   169.293 (meters)      555.42  (feet) ADJUSTED
 OG0234  ______________________________________________________________________
 OG0234  GEOID HEIGHT    -        -36.386 (meters)                     EGM08
 OG0234  DYNAMIC HEIGHT  -        169.252 (meters)      555.29  (feet) COMP
 OG0234  MODELED GRAVITY -    980,372.6   (mgal)                       NAVD 88
 OG0234
 OG0234  VERT ORDER      -  FIRST     CLASS 0
 OG0234
 OG0234.The positional and height information provided upon this datasheet are not
 OG0234.officially recognized by the Government of Canada, provincial governments
 OG0234.within Canada, nor are they intended to replace or substitute for them.
 OG0234.The intent of sharing this data is to allow access to positions or heights
 OG0234.recognized by the United States Government. Passive control that is used by
 OG0234.both nations may share the same or similar designations or descriptions but
 OG0234.do not share official positions or heights. The 'Station Description' may
 OG0234.originate from a Canadian 'Station Report' and if so contains information
 OG0234.licensed under the 'Open Government License - Canada'.
 OG0234
 OG0234.The horizontal coordinates were established by autonomous hand held GPS
 OG0234.observations and have an estimated accuracy of +/- 10 meters.
 OG0234
 OG0234.The orthometric height was determined by differential leveling and
 OG0234.adjusted by the NATIONAL GEODETIC SURVEY
 OG0234.in June 1991.
 OG0234
 OG0234.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0234
 OG0234.Click photographs - Photos may exist for this station.
 OG0234
 OG0234.The dynamic height is computed by dividing the NAVD 88
 OG0234.geopotential number by the normal gravity value computed on the
 OG0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0234.degrees latitude (g = 980.6199 gals.).
 OG0234
 OG0234.The modeled gravity was interpolated from observed gravity values.
 OG0234
 OG0234
 OG0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5786374758(NAD 83)
 OG0234
 OG0234                          SUPERSEDED SURVEY CONTROL
 OG0234
 OG0234.No superseded survey control is available for this station.
 OG0234
 OG0234_MARKER: Z = SEE DESCRIPTION
 OG0234_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OG0234_SP_SET: ABUTMENT
 OG0234_MARK LOGO: GSC
 OG0234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OG0234_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OG0234+SATELLITE: SATELLITE OBSERVATIONS - 1963
 OG0234
 OG0234  HISTORY     - Date     Condition        Report By
 OG0234  HISTORY     - UNK      MONUMENTED       USLS
 OG0234  HISTORY     - 1963     GOOD             CADNR
 OG0234  HISTORY     - 1970     GOOD             USLS
 OG0234  HISTORY     - 1977     GOOD             NGS
 OG0234
 OG0234                          STATION DESCRIPTION
 OG0234
 OG0234'DESCRIBED BY CANADIAN DEPT NAT RES 1963 (UNK)
 OG0234'RECOVERED IN GOOD CONDITION.
 OG0234
 OG0234                          STATION RECOVERY (1970)
 OG0234
 OG0234'RECOVERY NOTE BY US LAKE SURVEY 1970
 OG0234'IN NIAGARA FALLS.
 OG0234'LOWER ARCH BRIDGE CARRYING RAILWAY AND A ROADWAY OVER NIAGARA RIVER,
 OG0234'0.5 MILE NORTHEAST OF POST OFFICE, TABLET IN EAST FACE OF CONCRETE
 OG0234'RETAINING WALL ON NORTH SIDE OF WEST OR CANADIAN END ABUTMENT, 13.5
 OG0234'FEET NORTH OF MOST NORTHERLY STEEL GIRDER, 2.2 FEET SOUTH OF
 OG0234'NORTHEAST CORNER AND 2 FEET ABOVE SIDEWALK LEVEL.
 OG0234
 OG0234                          STATION RECOVERY (1977)
 OG0234
 OG0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OG0234'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NC0343 ***********************************************************************
 NC0343  DESIGNATION -  63U3565
 NC0343  PID         -  NC0343
 NC0343  STATE/COUNTY-  ON/NIAGARA
 NC0343  COUNTRY     -  CANADA
 NC0343  NTS MAPSHEET-  FORT ERIE (2020)
 NC0343
 NC0343                         *CURRENT SURVEY CONTROL
 NC0343  ______________________________________________________________________
 NC0343* NAD 83(1986) POSITION- 42 56 44.4    (N) 078 55 50.5    (W)   HD_HELD2
 NC0343* NAVD 88 ORTHO HEIGHT -   174.976 (meters)      574.07  (feet) ADJUSTED
 NC0343  ______________________________________________________________________
 NC0343  GEOID HEIGHT    -        -35.989 (meters)                     EGM08
 NC0343  DYNAMIC HEIGHT  -        174.931 (meters)      573.92  (feet) COMP
 NC0343  MODELED GRAVITY -    980,358.3   (mgal)                       NAVD 88
 NC0343
 NC0343  VERT ORDER      -  FIRST     CLASS 0
 NC0343
 NC0343.The positional and height information provided upon this datasheet are not
 NC0343.officially recognized by the Government of Canada, provincial governments
 NC0343.within Canada, nor are they intended to replace or substitute for them.
 NC0343.The intent of sharing this data is to allow access to positions or heights
 NC0343.recognized by the United States Government. Passive control that is used by
 NC0343.both nations may share the same or similar designations or descriptions but
 NC0343.do not share official positions or heights. The 'Station Description' may
 NC0343.originate from a Canadian 'Station Report' and if so contains information
 NC0343.licensed under the 'Open Government License - Canada'.
 NC0343
 NC0343.The horizontal coordinates were established by autonomous hand held GPS
 NC0343.observations and have an estimated accuracy of +/- 10 meters.
 NC0343
 NC0343.The orthometric height was determined by differential leveling and
 NC0343.adjusted by the NATIONAL GEODETIC SURVEY
 NC0343.in June 1991.
 NC0343
 NC0343.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC0343
 NC0343.Click photographs - Photos may exist for this station.
 NC0343
 NC0343.The dynamic height is computed by dividing the NAVD 88
 NC0343.geopotential number by the normal gravity value computed on the
 NC0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0343.degrees latitude (g = 980.6199 gals.).
 NC0343
 NC0343.The modeled gravity was interpolated from observed gravity values.
 NC0343
 NC0343
 NC0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6881656858(NAD 83)
 NC0343
 NC0343                          SUPERSEDED SURVEY CONTROL
 NC0343
 NC0343  NGVD 29 (??/??/92)  175.146  (m)          574.62   (f) ADJ UNCH    1 0
 NC0343
 NC0343.Superseded values are not recommended for survey control.
 NC0343
 NC0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0343.See file dsdata.pdf to determine how the superseded data were derived.
 NC0343
 NC0343_MARKER: DB = BENCH MARK DISK
 NC0343_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NC0343_SP_SET: WALL
 NC0343_MARK LOGO: GSC
 NC0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0343+STABILITY: SURFACE MOTION
 NC0343
 NC0343  HISTORY     - Date     Condition        Report By
 NC0343  HISTORY     - 19630716 MONUMENTED       GSC
 NC0343  HISTORY     - 1970     GOOD             USLS
 NC0343  HISTORY     - 1977     GOOD             NGS
 NC0343  HISTORY     - 1988     GOOD             GSC
 NC0343
 NC0343                          STATION DESCRIPTION
 NC0343
 NC0343'DESCRIBED BY US LAKE SURVEY 1970
 NC0343'IN FORT ERIE.
 NC0343'FRENCHMANS CREEK CONCRETE GAUGE WELL, ON NORTHEAST SIDE OF NIAGARA
 NC0343'PARKWAY, 1.7 MILES NORTHWEST OF INTERNATIONAL BRIDGE AND 0.3 MILE
 NC0343'NORTHWEST OF BRIDGE CARRYING THE PARKWAY OVER FRENCHMANS CREEK, JUST
 NC0343'NORTHWEST OF A PARKING LOT AND 100 FEET SOUTHEAST OF A POINT ON ROAD
 NC0343'OPPOSITE AN ENTRANCE TO FRENCHMANS LANE, TABLET IN NORTHEAST OR BACK
 NC0343'CONCRETE WALL, FACING NIAGARA RIVER, 2.6 FEET FROM NORTHEAST CORNER
 NC0343'AND 0.4 FOOT BELOW TOP OF CONCRETE.
 NC0343
 NC0343                          STATION RECOVERY (1977)
 NC0343
 NC0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NC0343'FROM THE WEST END OF THE PEACE BRIDGE IN FORT ERIE, CANADA PASS
 NC0343'THROUGH THE CUSTOM BOOTHS AND BEAR RIGHT TO A CURVE, THENCE 0.2
 NC0343'MILE EASTERLY ON WALNUT STREET, THENCE 2.9 MILES NORTHWEST ON
 NC0343'NIAGARA BOULEVARD, ABOUT 100 FEET NORTHEAST OF A PICNIC AREA,
 NC0343'0.3 MILE NORTHWEST OF A BRIDGE OVER FRENCHMANS CREEK, AT THE
 NC0343'FRENCHMANS CREEK GAGE HOUSE, SET VERTICALLY IN THE FOUNDATION,
 NC0343'2.7 FEET SOUTHWEST OF THE NORTHEAST CORNER OF FOUNDATION, AND
 NC0343'85.2 FEET SOUTHEAST OF THE CENTERLINE OF NIAGARA BOULEVARD.
 NC0343
 NC0343                          STATION RECOVERY (1988)
 NC0343
 NC0343'RECOVERY NOTE BY GEODETIC SURVEY OF CANADA 1988 (UNK)
 NC0343'THE MARK IS LOCATED ABOUT 91.2 KM (56.7 MI) SOUTH-SOUTHEAST OF
 NC0343'TORONTO, 82.5 KM (51.3 MI) EAST-SOUTHEAST OF HAMILTON, 32.9 KM (20.4
 NC0343'MI) SOUTHEAST OF ST CATHARINES, 22.0 KM (13.7 MI) SOUTHEAST OF NIAGARA
 NC0343'FALLS IN NORTHEAST FORT ERIE.
 NC0343'
 NC0343'THE MARK IS LOCATED AT THE FRENCHMAN'S CREEK GAUGE WELL, ON THE
 NC0343'NORTHEAST SIDE OF THE NIAGARA PARKWAY, 2.7 KM (1.7 MI) NORTHWEST OF
 NC0343'THE INTERNATIONAL BRIDGE, 0.5 KM (0.3 MI) NORTHWEST OF BRIDGE CARRYING
 NC0343'THE PARKWAY OVER FRENCHMAN'S CREEK.
 NC0343'
 NC0343'THE MARK IS FOUND JUST NORTHWEST OF A PARKING LOT, 30.5 M (100.1 FT)
 NC0343'SOUTHEAST OF A POINT ON ROAD OPPOSITE AN ENTRANCE TO FRENCHMAN'S LANE,
 NC0343'IN THE NORTHEAST OR BACK CONCRETE WALL, FACING THE NIAGARA RIVER, 78
 NC0343'CM (31 INCHES) FROM THE NORTHEAST CORNER AND 12 CM (5 INCHES) BELOW
 NC0343'TOP OF THE CONCRETE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NC0328 ***********************************************************************
 NC0328  DESIGNATION -  63U3566
 NC0328  PID         -  NC0328
 NC0328  STATE/COUNTY-  ON/NIAGARA
 NC0328  COUNTRY     -  CANADA
 NC0328  NTS MAPSHEET-  FORT ERIE (2020)
 NC0328
 NC0328                         *CURRENT SURVEY CONTROL
 NC0328  ______________________________________________________________________
 NC0328* NAD 83(1986) POSITION- 42 56 02.2    (N) 078 55 09.4    (W)   HD_HELD2
 NC0328* NAVD 88 ORTHO HEIGHT -   183.240 (meters)      601.18  (feet) ADJUSTED
 NC0328  ______________________________________________________________________
 NC0328  GEOID HEIGHT    -        -35.954 (meters)                     EGM08
 NC0328  DYNAMIC HEIGHT  -        183.192 (meters)      601.02  (feet) COMP
 NC0328  MODELED GRAVITY -    980,356.9   (mgal)                       NAVD 88
 NC0328
 NC0328  VERT ORDER      -  FIRST     CLASS 0
 NC0328
 NC0328.The positional and height information provided upon this datasheet are not
 NC0328.officially recognized by the Government of Canada, provincial governments
 NC0328.within Canada, nor are they intended to replace or substitute for them.
 NC0328.The intent of sharing this data is to allow access to positions or heights
 NC0328.recognized by the United States Government. Passive control that is used by
 NC0328.both nations may share the same or similar designations or descriptions but
 NC0328.do not share official positions or heights. The 'Station Description' may
 NC0328.originate from a Canadian 'Station Report' and if so contains information
 NC0328.licensed under the 'Open Government License - Canada'.
 NC0328
 NC0328.The horizontal coordinates were established by autonomous hand held GPS
 NC0328.observations and have an estimated accuracy of +/- 10 meters.
 NC0328
 NC0328.The orthometric height was determined by differential leveling and
 NC0328.adjusted by the NATIONAL GEODETIC SURVEY
 NC0328.in June 1991.
 NC0328
 NC0328.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC0328
 NC0328.Click photographs - Photos may exist for this station.
 NC0328
 NC0328.The dynamic height is computed by dividing the NAVD 88
 NC0328.geopotential number by the normal gravity value computed on the
 NC0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0328.degrees latitude (g = 980.6199 gals.).
 NC0328
 NC0328.The modeled gravity was interpolated from observed gravity values.
 NC0328
 NC0328
 NC0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6978055579(NAD 83)
 NC0328
 NC0328                          SUPERSEDED SURVEY CONTROL
 NC0328
 NC0328  NGVD 29 (??/??/92)  183.409  (m)          601.73   (f) ADJ UNCH    1 0
 NC0328
 NC0328.Superseded values are not recommended for survey control.
 NC0328
 NC0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0328.See file dsdata.pdf to determine how the superseded data were derived.
 NC0328
 NC0328_MARKER: DV = VERTICAL CONTROL DISK
 NC0328_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 NC0328_SP_SET: WALL
 NC0328_MARK LOGO: CGS
 NC0328_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NC0328+STABILITY: POSITION/ELEVATION WELL
 NC0328_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NC0328+SATELLITE: SATELLITE OBSERVATIONS - July 16, 1963
 NC0328
 NC0328  HISTORY     - Date     Condition        Report By
 NC0328  HISTORY     - UNK      MONUMENTED       IBC
 NC0328  HISTORY     - 19630716 GOOD             CGS
 NC0328  HISTORY     - 1970     GOOD             USLS
 NC0328  HISTORY     - 1977     GOOD             NGS
 NC0328
 NC0328                          STATION DESCRIPTION
 NC0328
 NC0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (UNK)
 NC0328'THE TABLET IS LOCATED ABOUT 92.8 KM (57.7 MI) SOUTH-SOUTHEAST OF
 NC0328'TORONTO, 84.0 KM (52.2 MI) EAST-SOUTHEAST OF HAMILTON, 34.6 KM (21.5
 NC0328'MI) SOUTHEAST OF ST CATHARINES AND 23.6 KM (14.7 MI) SOUTHEAST OF
 NC0328'NIAGARA FALLS.
 NC0328'
 NC0328'THE TABLET IS LOCATED AT THE KNOX PRESBYTERIAN CHURCH, ON SOUTHWEST
 NC0328'CORNER OF THE INTERSECTION OF CENTRAL AVENUE AND HIGHLAND AVENUE, TWO
 NC0328'BLOCKS SOUTH OF NIAGARA PARKWAY.
 NC0328'
 NC0328'THE TABLET IS FOUND IN NORTH CONCRETE FOUNDATION WALL, 81 CM (32
 NC0328'INCHES) WEST OF THE NORTHWEST CORNER OF BELL TOWER, 75 CM (30 INCHES)
 NC0328'EAST OF A BASEMENT WINDOW AND 15 CM (6 INCHES) BELOW THE REDDISH-BROWN
 NC0328'BRICK SIDING.
 NC0328
 NC0328                          STATION RECOVERY (1970)
 NC0328
 NC0328'RECOVERY NOTE BY US LAKE SURVEY 1970
 NC0328'IN FORT ERIE.
 NC0328'KNOX PRESBYTERIAN CHURCH, ON SOUTHWEST CORNER OF INTERSECTION OF
 NC0328'CENTRAL AVENUE AND HIGHLAND AVENUE TWO BLOCKS SOUTH OF NIAGARA
 NC0328'PARKWAY, TABLET IN NORTH CONCRETE FOUNDATION WALL 2.7 FEET WEST OF
 NC0328'NORTHWEST CORNER OF BELL TOWER, 2.5 FEET EAST OF A BASEMENT WINDOW AND
 NC0328'0.5 FOOT BELOW REDDISH-BROWN BROCK SIDING.
 NC0328
 NC0328                          STATION RECOVERY (1977)
 NC0328
 NC0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NC0328'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NC0327 ***********************************************************************
 NC0327  DESIGNATION -  63U3567
 NC0327  PID         -  NC0327
 NC0327  STATE/COUNTY-  ON/NIAGARA
 NC0327  COUNTRY     -  CANADA
 NC0327  NTS MAPSHEET-  FORT ERIE (2020)
 NC0327
 NC0327                         *CURRENT SURVEY CONTROL
 NC0327  ______________________________________________________________________
 NC0327* NAD 83(1986) POSITION- 42 55 47.6    (N) 078 55 08.6    (W)   HD_HELD2
 NC0327* NAVD 88 ORTHO HEIGHT -   186.715 (meters)      612.58  (feet) ADJUSTED
 NC0327  ______________________________________________________________________
 NC0327  GEOID HEIGHT    -        -35.945 (meters)                     EGM08
 NC0327  DYNAMIC HEIGHT  -        186.667 (meters)      612.42  (feet) COMP
 NC0327  MODELED GRAVITY -    980,356.5   (mgal)                       NAVD 88
 NC0327
 NC0327  VERT ORDER      -  FIRST     CLASS 0
 NC0327
 NC0327.The positional and height information provided upon this datasheet are not
 NC0327.officially recognized by the Government of Canada, provincial governments
 NC0327.within Canada, nor are they intended to replace or substitute for them.
 NC0327.The intent of sharing this data is to allow access to positions or heights
 NC0327.recognized by the United States Government. Passive control that is used by
 NC0327.both nations may share the same or similar designations or descriptions but
 NC0327.do not share official positions or heights. The 'Station Description' may
 NC0327.originate from a Canadian 'Station Report' and if so contains information
 NC0327.licensed under the 'Open Government License - Canada'.
 NC0327
 NC0327.The horizontal coordinates were established by autonomous hand held GPS
 NC0327.observations and have an estimated accuracy of +/- 10 meters.
 NC0327
 NC0327.The orthometric height was determined by differential leveling and
 NC0327.adjusted by the NATIONAL GEODETIC SURVEY
 NC0327.in June 1991.
 NC0327
 NC0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC0327
 NC0327.Click photographs - Photos may exist for this station.
 NC0327
 NC0327.The dynamic height is computed by dividing the NAVD 88
 NC0327.geopotential number by the normal gravity value computed on the
 NC0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0327.degrees latitude (g = 980.6199 gals.).
 NC0327
 NC0327.The modeled gravity was interpolated from observed gravity values.
 NC0327
 NC0327
 NC0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6980955129(NAD 83)
 NC0327
 NC0327                          SUPERSEDED SURVEY CONTROL
 NC0327
 NC0327  NGVD 29 (??/??/92)  186.884  (m)          613.14   (f) ADJ UNCH    1 0
 NC0327
 NC0327.Superseded values are not recommended for survey control.
 NC0327
 NC0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0327.See file dsdata.pdf to determine how the superseded data were derived.
 NC0327
 NC0327_MARKER: DV = VERTICAL CONTROL DISK
 NC0327_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NC0327_SP_SET: WALL
 NC0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0327+STABILITY: SURFACE MOTION
 NC0327_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NC0327+SATELLITE: SATELLITE OBSERVATIONS - July 16, 1963
 NC0327
 NC0327  HISTORY     - Date     Condition        Report By
 NC0327  HISTORY     - UNK      MONUMENTED       IBC
 NC0327  HISTORY     - 19630716 GOOD             GSC
 NC0327  HISTORY     - 1970     GOOD             USLS
 NC0327  HISTORY     - 1977     GOOD             NGS
 NC0327
 NC0327                          STATION DESCRIPTION
 NC0327
 NC0327'DESCRIBED BY GEODETIC SURVEY OF CANADA 1963 (UNK)
 NC0327'RECOVERED IN GOOD CONDITION.
 NC0327
 NC0327                          STATION RECOVERY (1970)
 NC0327
 NC0327'RECOVERY NOTE BY US LAKE SURVEY 1970
 NC0327'IN FORT ERIE.
 NC0327'POLICE DEPARTMENT BUILDING, ON NORTHWEST CORNER OF INTERSECTION OF
 NC0327'CENTRAL AVENUE AND JARVIS STREET, TABLET IN EAST CONCRETE FOUNDATION
 NC0327'WALL, 4.5 FEET NORTH OF SOUTHEAST CORNER AND 0.3 FOOT BELOW RED BRICK
 NC0327'SIDING.
 NC0327
 NC0327                          STATION RECOVERY (1977)
 NC0327
 NC0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NC0327'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NC0351 ***********************************************************************
 NC0351  DESIGNATION -  63U3568
 NC0351  PID         -  NC0351
 NC0351  STATE/COUNTY-  ON/NIAGARA
 NC0351  COUNTRY     -  CANADA
 NC0351  NTS MAPSHEET-  FORT ERIE (2020)
 NC0351
 NC0351                         *CURRENT SURVEY CONTROL
 NC0351  ______________________________________________________________________
 NC0351* NAD 83(1986) POSITION- 42 54 29.4    (N) 078 54 45.4    (W)   HD_HELD2
 NC0351* NAVD 88 ORTHO HEIGHT -   178.279 (meters)      584.90  (feet) ADJUSTED
 NC0351  ______________________________________________________________________
 NC0351  GEOID HEIGHT    -        -35.894 (meters)                     EGM08
 NC0351  DYNAMIC HEIGHT  -        178.232 (meters)      584.75  (feet) COMP
 NC0351  MODELED GRAVITY -    980,354.2   (mgal)                       NAVD 88
 NC0351
 NC0351  VERT ORDER      -  FIRST     CLASS 0
 NC0351
 NC0351.The positional and height information provided upon this datasheet are not
 NC0351.officially recognized by the Government of Canada, provincial governments
 NC0351.within Canada, nor are they intended to replace or substitute for them.
 NC0351.The intent of sharing this data is to allow access to positions or heights
 NC0351.recognized by the United States Government. Passive control that is used by
 NC0351.both nations may share the same or similar designations or descriptions but
 NC0351.do not share official positions or heights. The 'Station Description' may
 NC0351.originate from a Canadian 'Station Report' and if so contains information
 NC0351.licensed under the 'Open Government License - Canada'.
 NC0351
 NC0351.The horizontal coordinates were established by autonomous hand held GPS
 NC0351.observations and have an estimated accuracy of +/- 10 meters.
 NC0351
 NC0351.The orthometric height was determined by differential leveling and
 NC0351.adjusted by the NATIONAL GEODETIC SURVEY
 NC0351.in June 1991.
 NC0351
 NC0351.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC0351
 NC0351.Click photographs - Photos may exist for this station.
 NC0351
 NC0351.The dynamic height is computed by dividing the NAVD 88
 NC0351.geopotential number by the normal gravity value computed on the
 NC0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0351.degrees latitude (g = 980.6199 gals.).
 NC0351
 NC0351.The modeled gravity was interpolated from observed gravity values.
 NC0351
 NC0351
 NC0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH7039552730(NAD 83)
 NC0351
 NC0351                          SUPERSEDED SURVEY CONTROL
 NC0351
 NC0351  NGVD 29 (??/??/92)  178.446  (m)          585.45   (f) ADJ UNCH    1 0
 NC0351
 NC0351.Superseded values are not recommended for survey control.
 NC0351
 NC0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0351.See file dsdata.pdf to determine how the superseded data were derived.
 NC0351
 NC0351_MARKER: DD = SURVEY DISK
 NC0351_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NC0351_SP_SET: WALL
 NC0351_MARK LOGO: GSC
 NC0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0351+STABILITY: SURFACE MOTION
 NC0351
 NC0351  HISTORY     - Date     Condition        Report By
 NC0351  HISTORY     - UNK      MONUMENTED       IBC
 NC0351  HISTORY     - 19630716 GOOD             GSC
 NC0351  HISTORY     - 1970     GOOD             USLS
 NC0351  HISTORY     - 1977     GOOD             NGS
 NC0351
 NC0351                          STATION DESCRIPTION
 NC0351
 NC0351'DESCRIBED BY GEODETIC SURVEY OF CANADA 1963 (UNK)
 NC0351'RECOVERED IN GOOD CONDITION.
 NC0351
 NC0351                          STATION RECOVERY (1970)
 NC0351
 NC0351'RECOVERY NOTE BY US LAKE SURVEY 1970
 NC0351'IN FORT ERIE.
 NC0351'CUSTOMS AND IMMIGRATION BUILDING ON WEST OR CANADIAN SIDE OF THE PEACE
 NC0351'BRIDGE, TABLET IN FRONT OR WEST CONCRETE FOUNDATION WALL BETWEEN THE
 NC0351'FIRST AND SECOND WINDOWS SOUTH OF NORTHWEST CORNER, 12.5 FEET SOUTH OF
 NC0351'NORTHWEST CORNER, 1.7 FEET BELOW WINDOW SILL LEVEL AND 2 FEET ABOVE
 NC0351'SIDEWALK.
 NC0351
 NC0351                          STATION RECOVERY (1977)
 NC0351
 NC0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NC0351'AT FORT ERIE, CANADA, AT THE WEST SIDE OF THE CUSTOMS AND
 NC0351'IMMIGRATIION BUILDING AT PEACE BRIDGE, SET VERTICALLY BETWEEN
 NC0351'THE FIRST AND SECOND WINDOWS SOUTH OF THE NORTHWEST CORNER OF
 NC0351'BUILDING AND 12.6 FEET SOUTH OF THE NORTHWEST CORNER OF BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NC0354 ***********************************************************************
 NC0354  DESIGNATION -  63U3569
 NC0354  PID         -  NC0354
 NC0354  STATE/COUNTY-  ON/NIAGARA
 NC0354  COUNTRY     -  CANADA
 NC0354  NTS MAPSHEET-  FORT ERIE (2020)
 NC0354
 NC0354                         *CURRENT SURVEY CONTROL
 NC0354  ______________________________________________________________________
 NC0354* NAD 83(1986) POSITION- 42 53 25.0    (N) 078 55 25.3    (W)   HD_HELD2
 NC0354* NAVD 88 ORTHO HEIGHT -   177.440 (meters)      582.15  (feet) ADJUSTED
 NC0354  ______________________________________________________________________
 NC0354  GEOID HEIGHT    -        -35.868 (meters)                     EGM08
 NC0354  DYNAMIC HEIGHT  -        177.393 (meters)      582.00  (feet) COMP
 NC0354  MODELED GRAVITY -    980,353.1   (mgal)                       NAVD 88
 NC0354
 NC0354  VERT ORDER      -  FIRST     CLASS 0
 NC0354
 NC0354.The positional and height information provided upon this datasheet are not
 NC0354.officially recognized by the Government of Canada, provincial governments
 NC0354.within Canada, nor are they intended to replace or substitute for them.
 NC0354.The intent of sharing this data is to allow access to positions or heights
 NC0354.recognized by the United States Government. Passive control that is used by
 NC0354.both nations may share the same or similar designations or descriptions but
 NC0354.do not share official positions or heights. The 'Station Description' may
 NC0354.originate from a Canadian 'Station Report' and if so contains information
 NC0354.licensed under the 'Open Government License - Canada'.
 NC0354
 NC0354.The horizontal coordinates were established by autonomous hand held GPS
 NC0354.observations and have an estimated accuracy of +/- 10 meters.
 NC0354
 NC0354.The orthometric height was determined by differential leveling and
 NC0354.adjusted by the NATIONAL GEODETIC SURVEY
 NC0354.in June 1991.
 NC0354
 NC0354.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC0354
 NC0354.Click photographs - Photos may exist for this station.
 NC0354
 NC0354.The dynamic height is computed by dividing the NAVD 88
 NC0354.geopotential number by the normal gravity value computed on the
 NC0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0354.degrees latitude (g = 980.6199 gals.).
 NC0354
 NC0354.The modeled gravity was interpolated from observed gravity values.
 NC0354
 NC0354
 NC0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6953950721(NAD 83)
 NC0354
 NC0354                          SUPERSEDED SURVEY CONTROL
 NC0354
 NC0354  NGVD 29 (??/??/92)  177.608  (m)          582.70   (f) ADJ UNCH    1 0
 NC0354
 NC0354.Superseded values are not recommended for survey control.
 NC0354
 NC0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0354.See file dsdata.pdf to determine how the superseded data were derived.
 NC0354
 NC0354_MARKER: DD = SURVEY DISK
 NC0354_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NC0354_SP_SET: WALL
 NC0354_MARK LOGO: CADNR
 NC0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0354+STABILITY: SURFACE MOTION
 NC0354_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NC0354+SATELLITE: SATELLITE OBSERVATIONS - 1988
 NC0354
 NC0354  HISTORY     - Date     Condition        Report By
 NC0354  HISTORY     - UNK      MONUMENTED       IBC
 NC0354  HISTORY     - 1970     GOOD             USLS
 NC0354  HISTORY     - 1977     GOOD             NGS
 NC0354  HISTORY     - 1988     GOOD             CADNR
 NC0354
 NC0354                          STATION DESCRIPTION
 NC0354
 NC0354'DESCRIBED BY US LAKE SURVEY 1970
 NC0354'IN FORT ERIE.
 NC0354'FORT ERIE CONCRETE GAUGE WELL, ON SOUTHEAST SIDE OF LAKESHORE DRIVE
 NC0354'OPPOSITE HOUSE NO. 478, 0.3 MILE SOUTH OF OLD FORT ERIE, TABLET IN
 NC0354'BACK OR SOUTHEAST CONCRETE WALL, FACING LAKE ERIE, 3 FEET SOUTH OF
 NC0354'NORTHEAST CORNER AND 1 FOOT BELOW TOP OF CONCRETE.
 NC0354
 NC0354                          STATION RECOVERY (1977)
 NC0354
 NC0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NC0354'FROM THE WEST END OF THE PEACE BRIDGE IN CANADA, GO THROUGH
 NC0354'THE CUSTOMS BOOTHS AND BEAR RIGHT TO A SLIGHT CURVE TO WALNUT
 NC0354'STREET, THENCE 0.2 MILE EASTERLY ALONG WALNUT STREET TO THE
 NC0354'JUNCTION OF NIAGARA BOULEVARD, THENCE 1.6 MILES SOUTHWEST ALONG
 NC0354'NIAGARA BOULEVARD AND LAKESHORE DRIVE TO THE FORT ERIE GAGE
 NC0354'HOUSE, SET VERTICALLY IN THE SOUTHEAST FACE OF THE CONCRETE
 NC0354'FOUNDATION SUPPORTING HOUSE, 43.3 FEET SOUTHEAST OF THE
 NC0354'CENTERLINE OF LAKESHORE DRIVE, 31.5 FEET EAST OF A POWER POLE
 NC0354'WITH STREET LIGHT AND GUY WIRE WITH NUMBER 478, 35.3 FEET
 NC0354'NORTHEAST OF BM HEPC USLS, AND 3.0 FEET SOUTH OF THE NORTHEAST
 NC0354'CORNER.
 NC0354
 NC0354                          STATION RECOVERY (1988)
 NC0354
 NC0354'RECOVERY NOTE BY CANADIAN DEPT NAT RES 1988 (UNK)
 NC0354'THE TABLET IS LOCATED ABOUT 97.3 KM (60.5 MI) SOUTH-SOUTHEAST OF
 NC0354'TORONTO, 86.0 KM (53.4 MI) EAST-SOUTHEAST OF HAMILTON, 38.4 KM (23.9
 NC0354'MI) SOUTH-SOUTHEAST OF ST CATHARINES AND 27.6 KM (17.2 MI)
 NC0354'SOUTH-SOUTHEAST OF NIAGARA FALLS.
 NC0354'
 NC0354'THE TABLET IS LOCATED A5 A GAUGE WELL, ON THE SOUTHEAST SIDE OF
 NC0354'LAKESHORE DRIVE OPPOSITE HOUSE NO 478, 0.5 KM (0.3 MI) SOUTH OF OLD
 NC0354'FORT ERIE.
 NC0354'
 NC0354'THE TABLET IS FOUND IN THE BACK OR SOUTHEAST CONCRETE WALL, FACING
 NC0354'LAKE ERIE, 90 CM (35 INCHES) SOUTH OF THE NORTHEAST CORNER AND 30 CM
 NC0354'(12 INCHES) BELOW TOP OF CONCRETE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1299 ***********************************************************************
 RJ1299  DESIGNATION -  64 C8M 012
 RJ1299  PID         -  RJ1299
 RJ1299  STATE/COUNTY-  ON/ALGOMA
 RJ1299  COUNTRY     -  CANADA
 RJ1299  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ1299
 RJ1299                         *CURRENT SURVEY CONTROL
 RJ1299  ______________________________________________________________________
 RJ1299* NAD 83(1986) POSITION- 46 16 09.90670(N) 084 06 25.56698(W)   ADJUSTED
 RJ1299* NAVD 88 ORTHO HEIGHT -   177.3   (meters)      582.    (feet) VERTCON
 RJ1299  ______________________________________________________________________
 RJ1299  GEOID HEIGHT    -        -37.049 (meters)                     EGM08
 RJ1299  HORZ ORDER      -  SECOND
 RJ1299
 RJ1299.The positional and height information provided upon this datasheet are not
 RJ1299.officially recognized by the Government of Canada, provincial governments
 RJ1299.within Canada, nor are they intended to replace or substitute for them.
 RJ1299.The intent of sharing this data is to allow access to positions or heights
 RJ1299.recognized by the United States Government. Passive control that is used by
 RJ1299.both nations may share the same or similar designations or descriptions but
 RJ1299.do not share official positions or heights. The 'Station Description' may
 RJ1299.originate from a Canadian 'Station Report' and if so contains information
 RJ1299.licensed under the 'Open Government License - Canada'.
 RJ1299
 RJ1299.The horizontal coordinates were established by classical geodetic methods
 RJ1299.and adjusted by the National Geodetic Survey in May 1990.
 RJ1299
 RJ1299.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1299
 RJ1299.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1299
 RJ1299.Click photographs - Photos may exist for this station.
 RJ1299
 RJ1299. The following values were computed from the NAD 83(1986) position.
 RJ1299
 RJ1299;                    North         East     Units Scale Factor Converg.
 RJ1299;UTM  16      - 5,128,050.517   722,910.004   MT  1.00021085   +2 05 28.5
 RJ1299
 RJ1299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1299!UTM  16      -   0.99997802  x   1.00021085  =   1.00018887
 RJ1299
 RJ1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2291028050(NAD 83)
 RJ1299
 RJ1299                          SUPERSEDED SURVEY CONTROL
 RJ1299
 RJ1299  NGVD 29 (05/22/90)  177.3    (m)          582.     (f) VERT ANG       
 RJ1299
 RJ1299.Superseded values are not recommended for survey control.
 RJ1299
 RJ1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1299.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1299
 RJ1299_MARKER: DS = TRIANGULATION STATION DISK
 RJ1299_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1299+WITH SETTING: INFORMATION.
 RJ1299_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1299
 RJ1299  HISTORY     - Date     Condition        Report By
 RJ1299  HISTORY     - 1988     MONUMENTED       USACE
 RJ1299
 RJ1299                          STATION DESCRIPTION
 RJ1299
 RJ1299'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1299'THE STATION IS LOCATED ABOUT 31.1 KM (19.3 MI) SOUTHEAST OF SAULT STE
 RJ1299'MARIE, 38.5 KM (23.9 MI) EAST-NORTHEAST OF RUDYARD,
 RJ1299'34.8 KM (21.6 MI)
 RJ1299'NORTH-NORTHWEST OF DETOUR VILLAGE IN PART OF FRAC. LOT 9,
 RJ1299'CONCESSION A, ST JOSEPH TOWNSHIP.
 RJ1299'OWNERSHIP---TOWNSHIP OF ST. JOSEPH, ONTARIO, CANADA
 RJ1299'
 RJ1299'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI, GO EAST FOR
 RJ1299'4.4 KM
 RJ1299'(2.7 MI) ON 15 MILE ROAD TO SCENIC DRIVE, TURN LEFT AND GO
 RJ1299'NORTH FOR 3.7 KM
 RJ1299'(2.3 MI) ON SCENIC DRIVE TO THE BRIDGE CROSSING THE
 RJ1299'CHARLOTTE RIVER.  ON THE NORTH END OF THE BRIDGE TURN RIGHT ONTO A
 RJ1299'GRAVEL ROAD AND FOLLOW IT TO THE PUBLIC BOAT LAUNCH. TRAVEL BY BOAT
 RJ1299'UPRIVER FOR 30 MINUTES ALONG MIDDLE NEEBISH CHANNEL TO THE
 RJ1299'MUNUSCONG CHANNEL, GO UPRIVER ON THE MUNUSCONG CHANNEL FOR
 RJ1299'APPROXIMATELY 20 MINUTES TO REED POINT ON THE EAST SIDE OF THE
 RJ1299'CHANNEL AND THE STATION.
 RJ1299'
 RJ1299'THE STATION IS A STANDARD COE DISK THAT IS STAMPED---C8M-012---,
 RJ1299'SET INTO A COVERED SLEEVE THAT IS FLUSH WITH THE GROUND AND
 RJ1299'ATTACHED TO AN ALUMINUM ROD DRIVEN INTO THE GROUND
 RJ1299'
 RJ1299'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 SZ0021 ***********************************************************************
 SZ0021  DESIGNATION -  64U116
 SZ0021  PID         -  SZ0021
 SZ0021  STATE/COUNTY-  ON/THUNDER BAY
 SZ0021  COUNTRY     -  CANADA
 SZ0021  NTS MAPSHEET-  PIGEON RIVER (2020)
 SZ0021
 SZ0021                         *CURRENT SURVEY CONTROL
 SZ0021  ______________________________________________________________________
 SZ0021* NAD 83(1986) POSITION- 48 00 06.40   (N) 089 35 04.11   (W)   HD_HELD1
 SZ0021* NAVD 88 ORTHO HEIGHT -   191.368 (meters)      627.85  (feet) ADJUSTED
 SZ0021  ______________________________________________________________________
 SZ0021  GEOID HEIGHT    -        -34.412 (meters)                     EGM08
 SZ0021  DYNAMIC HEIGHT  -        191.406 (meters)      627.97  (feet) COMP
 SZ0021  MODELED GRAVITY -    980,803.2   (mgal)                       NAVD 88
 SZ0021
 SZ0021  VERT ORDER      -  SECOND    CLASS I
 SZ0021
 SZ0021.The positional and height information provided upon this datasheet are not
 SZ0021.officially recognized by the Government of Canada, provincial governments
 SZ0021.within Canada, nor are they intended to replace or substitute for them.
 SZ0021.The intent of sharing this data is to allow access to positions or heights
 SZ0021.recognized by the United States Government. Passive control that is used by
 SZ0021.both nations may share the same or similar designations or descriptions but
 SZ0021.do not share official positions or heights. The 'Station Description' may
 SZ0021.originate from a Canadian 'Station Report' and if so contains information
 SZ0021.licensed under the 'Open Government License - Canada'.
 SZ0021
 SZ0021.The horizontal coordinates were determined by differentially corrected
 SZ0021.hand held GPS observations or other comparable positioning techniques
 SZ0021.and have an estimated accuracy of +/- 3 meters.
 SZ0021
 SZ0021.The orthometric height was determined by differential leveling and
 SZ0021.adjusted by the NATIONAL GEODETIC SURVEY
 SZ0021.in April 2021.
 SZ0021
 SZ0021.Significant digits in the geoid height do not necessarily reflect accuracy.
 SZ0021
 SZ0021.Click photographs - Photos may exist for this station.
 SZ0021
 SZ0021.The dynamic height is computed by dividing the NAVD 88
 SZ0021.geopotential number by the normal gravity value computed on the
 SZ0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SZ0021.degrees latitude (g = 980.6199 gals.).
 SZ0021
 SZ0021.The modeled gravity was interpolated from observed gravity values.
 SZ0021
 SZ0021
 SZ0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16UCU0722319730(NAD 83)
 SZ0021
 SZ0021                          SUPERSEDED SURVEY CONTROL
 SZ0021
 SZ0021  NAVD 88 (06/15/91)  191.331  (m)          627.73   (f) SUPERSEDED  1 2
 SZ0021
 SZ0021.Superseded values are not recommended for survey control.
 SZ0021
 SZ0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SZ0021.See file dsdata.pdf to determine how the superseded data were derived.
 SZ0021
 SZ0021_MARKER: DU = BOUNDARY MARKER
 SZ0021_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SZ0021_SP_SET: BRIDGE CURB
 SZ0021_STAMPING: 1356 1964
 SZ0021_MARK LOGO: IBWC
 SZ0021_MAGNETIC: N = NO MAGNETIC MATERIAL
 SZ0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SZ0021_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SZ0021+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2018
 SZ0021
 SZ0021  HISTORY     - Date     Condition        Report By
 SZ0021  HISTORY     - 1964     MONUMENTED       IBC
 SZ0021  HISTORY     - 1979     GOOD             NGS
 SZ0021  HISTORY     - 19970827 GOOD             MNDT
 SZ0021  HISTORY     - 20160915 GOOD             IBC
 SZ0021  HISTORY     - 20180911 GOOD             MNDT
 SZ0021
 SZ0021                          STATION DESCRIPTION
 SZ0021
 SZ0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SZ0021'IN PIGEON RIVER.
 SZ0021'IN PIGEON RIVER, AT THE NORTH END OF THE INTERNATIONAL BRIDGE,
 SZ0021'2.1 FT. SOUTH OF THE NORTH END OF THE WEST CURB OF THE BRIDGE.
 SZ0021'THE MARK IS 0.5 FT ABOVE THE HIGHWAY.
 SZ0021
 SZ0021                          STATION RECOVERY (1997)
 SZ0021
 SZ0021'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 SZ0021'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 SZ0021'15.5 FT (4.7 M) WEST OF TH 61.  INTERNATIONAL BOUNDARY COMMISSION
 SZ0021'DISK.
 SZ0021
 SZ0021                          STATION RECOVERY (2016)
 SZ0021
 SZ0021'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 2016 (UNK)
 SZ0021'THE MARK IS LOCATED ABOUT 170.3 KM (105.8 MI) EAST-SOUTHEAST OF
 SZ0021'ATIKOKAN, 152.3 KM (94.7 MI) SOUTHWEST OF NIPIGON AND 54.4 KM (33.8
 SZ0021'MI) SOUTH-SOUTHWEST OF THUNDER BAY.
 SZ0021'
 SZ0021'RECOVERED AS DESCRIBED.
 SZ0021
 SZ0021                          STATION RECOVERY (2018)
 SZ0021
 SZ0021'RECOVERY NOTE BY MN DEPT OF TRANSP 2018 (BJK)
 SZ0021'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TY0004 ***********************************************************************
 TY0004  DESIGNATION -  65U9500
 TY0004  PID         -  TY0004
 TY0004  STATE/COUNTY-  ON/MANITOULIN
 TY0004  COUNTRY     -  CANADA
 TY0004  NTS MAPSHEET-  LITTLE CURRENT (2020)
 TY0004
 TY0004                         *CURRENT SURVEY CONTROL
 TY0004  ______________________________________________________________________
 TY0004* NAD 83(1986) POSITION- 45 58 48.     (N) 081 55 42.     (W)   SCALED
 TY0004* NAVD 88 ORTHO HEIGHT -   178.723 (meters)      586.36  (feet) ADJUSTED
 TY0004  ______________________________________________________________________
 TY0004  GEOID HEIGHT    -        -37.493 (meters)                     EGM08
 TY0004  DYNAMIC HEIGHT  -        178.724 (meters)      586.36  (feet) COMP
 TY0004  MODELED GRAVITY -    980,620.0   (mgal)                       NAVD 88
 TY0004
 TY0004  VERT ORDER      -  FIRST     CLASS II
 TY0004
 TY0004.The positional and height information provided upon this datasheet are not
 TY0004.officially recognized by the Government of Canada, provincial governments
 TY0004.within Canada, nor are they intended to replace or substitute for them.
 TY0004.The intent of sharing this data is to allow access to positions or heights
 TY0004.recognized by the United States Government. Passive control that is used by
 TY0004.both nations may share the same or similar designations or descriptions but
 TY0004.do not share official positions or heights. The 'Station Description' may
 TY0004.originate from a Canadian 'Station Report' and if so contains information
 TY0004.licensed under the 'Open Government License - Canada'.
 TY0004
 TY0004.The horizontal coordinates were scaled from a map and have
 TY0004.an estimated accuracy of +/- 6 seconds.
 TY0004
 TY0004.The orthometric height was determined by differential leveling and
 TY0004.adjusted by the NATIONAL GEODETIC SURVEY
 TY0004.in June 1991.
 TY0004
 TY0004.Significant digits in the geoid height do not necessarily reflect accuracy.
 TY0004
 TY0004.Click photographs - Photos may exist for this station.
 TY0004
 TY0004.The dynamic height is computed by dividing the NAVD 88
 TY0004.geopotential number by the normal gravity value computed on the
 TY0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TY0004.degrees latitude (g = 980.6199 gals.).
 TY0004
 TY0004.The modeled gravity was interpolated from observed gravity values.
 TY0004
 TY0004
 TY0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TML280922(NAD 83)
 TY0004
 TY0004                          SUPERSEDED SURVEY CONTROL
 TY0004
 TY0004.No superseded survey control is available for this station.
 TY0004
 TY0004_MARKER: DD = SURVEY DISK
 TY0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TY0004_STAMPING: 65U9500
 TY0004_MARK LOGO: GSC
 TY0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TY0004+STABILITY: SURFACE MOTION
 TY0004
 TY0004  HISTORY     - Date     Condition        Report By
 TY0004  HISTORY     - 1965     MONUMENTED       GSC
 TY0004  HISTORY     - 1980     GOOD             NOS
 TY0004
 TY0004                          STATION DESCRIPTION
 TY0004
 TY0004'DESCRIBED BY NATIONAL OCEAN SERVICE 1980
 TY0004'IN LITTLE CURRENT.
 TY0004'THIS BENCH MARK IS AT THE WATER LEVEL MONITORING STATION IN LITTLE
 TY0004'CURRENT, ONTARIO, CANADA.  HEIGHT ABOVE NAVD88 IS AVAILABLE FROM THE
 TY0004'CANADIAN  GEODETIC SURVEY, AND ABOVE IGLD80 FROM THE CANADIAN
 TY0004'HYDROGRAPHIC SERVICE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1300 ***********************************************************************
 RJ1300  DESIGNATION -  66 R C8M 048
 RJ1300  PID         -  RJ1300
 RJ1300  STATE/COUNTY-  ON/ALGOMA
 RJ1300  COUNTRY     -  CANADA
 RJ1300  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ1300
 RJ1300                         *CURRENT SURVEY CONTROL
 RJ1300  ______________________________________________________________________
 RJ1300* NAD 83(1986) POSITION- 46 15 40.43086(N) 084 05 54.87715(W)   ADJUSTED
 RJ1300* NAVD 88 ORTHO HEIGHT -   179.3   (meters)      588.    (feet) VERTCON
 RJ1300  ______________________________________________________________________
 RJ1300  GEOID HEIGHT    -        -37.050 (meters)                     EGM08
 RJ1300  HORZ ORDER      -  SECOND
 RJ1300
 RJ1300.The positional and height information provided upon this datasheet are not
 RJ1300.officially recognized by the Government of Canada, provincial governments
 RJ1300.within Canada, nor are they intended to replace or substitute for them.
 RJ1300.The intent of sharing this data is to allow access to positions or heights
 RJ1300.recognized by the United States Government. Passive control that is used by
 RJ1300.both nations may share the same or similar designations or descriptions but
 RJ1300.do not share official positions or heights. The 'Station Description' may
 RJ1300.originate from a Canadian 'Station Report' and if so contains information
 RJ1300.licensed under the 'Open Government License - Canada'.
 RJ1300
 RJ1300.The horizontal coordinates were established by classical geodetic methods
 RJ1300.and adjusted by the National Geodetic Survey in May 1990.
 RJ1300
 RJ1300.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1300
 RJ1300.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1300
 RJ1300.Click photographs - Photos may exist for this station.
 RJ1300
 RJ1300. The following values were computed from the NAD 83(1986) position.
 RJ1300
 RJ1300;                    North         East     Units Scale Factor Converg.
 RJ1300;UTM  16      - 5,127,164.833   723,600.178   MT  1.00021464   +2 05 49.7
 RJ1300
 RJ1300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1300!UTM  16      -   0.99997771  x   1.00021464  =   1.00019234
 RJ1300
 RJ1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2360027164(NAD 83)
 RJ1300
 RJ1300                          SUPERSEDED SURVEY CONTROL
 RJ1300
 RJ1300  NGVD 29 (05/22/90)  179.2    (m)          588.     (f) VERT ANG       
 RJ1300
 RJ1300.Superseded values are not recommended for survey control.
 RJ1300
 RJ1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1300.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1300
 RJ1300_MARKER: DS = TRIANGULATION STATION DISK
 RJ1300_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ1300+WITH SETTING: PAVEMENT
 RJ1300_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1300+STABILITY: SURFACE MOTION
 RJ1300
 RJ1300  HISTORY     - Date     Condition        Report By
 RJ1300  HISTORY     - 1988     MONUMENTED       USACE
 RJ1300
 RJ1300                          STATION DESCRIPTION
 RJ1300
 RJ1300'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1300'THE STATION IS LOCATED ABOUT 31.7 KM (19.7 MI) SOUTHEAST OF SAULT STE
 RJ1300'MARIE, 38.8 KM
 RJ1300'(24.1 MI) EAST OF RUDYARD, 34.0 KM (21.1 MI)
 RJ1300'NORTH-NORTHWEST OF DETOUR VILLAGE IN PART OF LOT 12, CONCESSION A,
 RJ1300'TOWNSHIP OF ST. JOSEPH.
 RJ1300'OWNERSHIP---ROMAN CATHOLIC EPISCOPAL CORP. OF SAULT STE MARIE,
 RJ1300'CANADA.
 RJ1300'
 RJ1300'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI, GO EAST FOR
 RJ1300'4.4 KM
 RJ1300'(2.7 MI) ON 15 MILE ROAD TO SCENIC DRIVE, TURN LEFT AND GO
 RJ1300'NORTH FOR 3.7 KM (2.3 MI) ON SCENIC DRIVE TO THE BRIDGE CROSSING THE
 RJ1300'CHARLOTTE RIVER. ON THE NORTH END OF THE BRIDGE TURN RIGHT ONTO A
 RJ1300'GRAVEL ROAD AND FOLLOW IT TO THE DUNBAR BOAT LAUNCH. TRAVEL BY BOAT
 RJ1300'UPRIVER FOR 30 MINUTES ALONG THE MIDDLE NEEBISH CHANNEL TO THE
 RJ1300'MUNUSCONG CHANNEL, TRAVEL UPRIVER ON THE MUNUSCONG CHANNEL FOR 20
 RJ1300'20 MINUTES TO THE EAST SIDE OF THE CHANNEL WHERE THE STATION IS
 RJ1300'LOCATED.
 RJ1300'
 RJ1300'THE STATION IS A STANDARD CHS BRASS CAP
 RJ1300'THAT IS STAMPED---MUN 1---, EMBEDDED INTO THE SOUTHEAST CORNER OF
 RJ1300'AN OLD LIGHTHOUSE FOUNDATION, LOCATED 10.1 METERS (33 FT) NORTH OF A
 RJ1300'BLACKTOP ROAD AND APPROXIMATELY 91.4 METERS (300 FT) WEST OF THE
 RJ1300'CHURCH OF MARY.
 RJ1300'
 RJ1300'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TY3107 ***********************************************************************
 TY3107  DESIGNATION -  663401
 TY3107  PID         -  TY3107
 TY3107  STATE/COUNTY-  ON/GRAND SUDBURY
 TY3107  COUNTRY     -  CANADA
 TY3107  NTS MAPSHEET-  CONISTON (2020)
 TY3107
 TY3107                         *CURRENT SURVEY CONTROL
 TY3107  ______________________________________________________________________
 TY3107* NAD 83(1986) POSITION- 46 27 21.17   (N) 080 56 48.94   (W)   ADJUSTED
 TY3107  ______________________________________________________________________
 TY3107  GEOID HEIGHT    -        -36.498 (meters)                     EGM08
 TY3107  HORZ ORDER      -  THIRD
 TY3107
 TY3107.The positional and height information provided upon this datasheet are not
 TY3107.officially recognized by the Government of Canada, provincial governments
 TY3107.within Canada, nor are they intended to replace or substitute for them.
 TY3107.The intent of sharing this data is to allow access to positions or heights
 TY3107.recognized by the United States Government. Passive control that is used by
 TY3107.both nations may share the same or similar designations or descriptions but
 TY3107.do not share official positions or heights. The 'Station Description' may
 TY3107.originate from a Canadian 'Station Report' and if so contains information
 TY3107.licensed under the 'Open Government License - Canada'.
 TY3107
 TY3107
 TY3107.The horizontal coordinates were established by classical geodetic methods
 TY3107.and adjusted by the National Geodetic Survey.
 TY3107
 TY3107.Significant digits in the geoid height do not necessarily reflect accuracy.
 TY3107
 TY3107.Click photographs - Photos may exist for this station.
 TY3107
 TY3107. The following values were computed from the NAD 83(1986) position.
 TY3107
 TY3107;                    North         East     Units Scale Factor Converg.
 TY3107;UTM  17      - 5,144,702.345   504,075.625   MT  0.99960020   +0 02 18.5
 TY3107
 TY3107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNM0407544702(NAD 83)
 TY3107
 TY3107                          SUPERSEDED SURVEY CONTROL
 TY3107
 TY3107.No superseded survey control is available for this station.
 TY3107
 TY3107_MARKER: DS = TRIANGULATION STATION DISK
 TY3107_SETTING: 66 = SET IN ROCK OUTCROP
 TY3107_SP_SET: SHANK REMAINS IN ROCK OUTCROP
 TY3107_MAGNETIC: N = NO MAGNETIC MATERIAL
 TY3107_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TY3107+STABILITY: POSITION/ELEVATION WELL
 TY3107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TY3107+SATELLITE: SATELLITE OBSERVATIONS - 1994
 TY3107
 TY3107  HISTORY     - Date     Condition        Report By
 TY3107  HISTORY     - 1966     MONUMENTED
 TY3107  HISTORY     - 19730821 GOOD             GSC
 TY3107  HISTORY     - 1994     GOOD             CADNR
 TY3107
 TY3107                          STATION DESCRIPTION
 TY3107
 TY3107'DESCRIBED 1966
 TY3107'THE TABLET IS MISSING HOWEVER THE SHANK REMAINS.
 TY3107
 TY3107                          STATION RECOVERY (1973)
 TY3107
 TY3107'RECOVERY NOTE BY GEODETIC SURVEY OF CANADA 1973
 TY3107'RECOVERED IN GOOD CONDITION.
 TY3107
 TY3107                          STATION RECOVERY (1994)
 TY3107
 TY3107'RECOVERY NOTE BY CANADIAN DEPT NAT RES 1994
 TY3107'THE TRIANGULATION STATION IS LOCATED 5.5 KM (3.4 MI) SOUTHEAST OF
 TY3107'SUDBURY, ONTARIO, CANADA.
 TY3107'
 TY3107'THE STATION IS FOUND IN A ROCK OUTCROP AT FORMER SITE OF NASA
 TY3107'SATELLITE TRACKING CAMERA ON SOUTH SIDE OF SOUTH BAY ROAD, 3.3 KM
 TY3107'(2.1 MI) SOUTHEAST OF THE JUNCTION WITH RAMSEY LAKE ROAD, 1.4 KM
 TY3107'(0.9 MI) SOUTHEAST OF KEAST ROAD.
 TY3107'
 TY3107'THE SHANK OF THE TABLET IS FOUND IN THE TOP OF THE HIGHEST POINT 
 TY3107'ON A ROCK OUTCROP, 128 M (419.9 FT) SOUTHEAST OF CENTRE OF ROAD
 TY3107'ALONG ABANDONED GRAVEL TRAIL, OPPOSITE POINT ON ROAD 55 M (180.4
 TY3107'FT) EAST OF DRIVEWAY TO PRIVATE RESIDENCE (CIVIC NO. 2190), ON
 TY3107'PROJECTION OF CENTRE OF GRAVEL TRAIL, 4.6 M (15.1 FT) SOUTHEAST OF
 TY3107'SOUTHEAST EDGE OF CIRCULAR CONCRETE PAD (4.9 M DIAMETER), 2 M (6.6
 TY3107'FT) ABOVE TRAIL LEVEL.
 TY3107'
 TY3107'THE STATION IS ACCESSIBLE BY PASSENGER CAR OR LIGHT TRUCK AND A
 TY3107'WALK OF LESS THAN 50 M.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 OG0468 ***********************************************************************
 OG0468  DESIGNATION -  67U057
 OG0468  PID         -  OG0468
 OG0468  STATE/COUNTY-  ON/NORTHUMBERLAND
 OG0468  COUNTRY     -  CANADA
 OG0468  NTS MAPSHEET-  PORT HOPE (2020)
 OG0468
 OG0468                         *CURRENT SURVEY CONTROL
 OG0468  ______________________________________________________________________
 OG0468* NAD 83(1986) POSITION- 43 57 30.     (N) 078 09 47.     (W)   SCALED
 OG0468* NAVD 88 ORTHO HEIGHT -    77.506 (meters)      254.28  (feet) ADJUSTED
 OG0468  ______________________________________________________________________
 OG0468  GEOID HEIGHT    -        -36.841 (meters)                     EGM08
 OG0468  DYNAMIC HEIGHT  -         77.493 (meters)      254.24  (feet) COMP
 OG0468  MODELED GRAVITY -    980,457.9   (mgal)                       NAVD 88
 OG0468
 OG0468  VERT ORDER      -  FIRST     CLASS II
 OG0468
 OG0468.The positional and height information provided upon this datasheet are not
 OG0468.officially recognized by the Government of Canada, provincial governments
 OG0468.within Canada, nor are they intended to replace or substitute for them.
 OG0468.The intent of sharing this data is to allow access to positions or heights
 OG0468.recognized by the United States Government. Passive control that is used by
 OG0468.both nations may share the same or similar designations or descriptions but
 OG0468.do not share official positions or heights. The 'Station Description' may
 OG0468.originate from a Canadian 'Station Report' and if so contains information
 OG0468.licensed under the 'Open Government License - Canada'.
 OG0468
 OG0468.The horizontal coordinates were scaled from a map and have
 OG0468.an estimated accuracy of +/- 6 seconds.
 OG0468
 OG0468.The orthometric height was determined by differential leveling and
 OG0468.adjusted by the NATIONAL GEODETIC SURVEY
 OG0468.in June 1991.
 OG0468
 OG0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0468
 OG0468.Click photographs - Photos may exist for this station.
 OG0468
 OG0468.The dynamic height is computed by dividing the NAVD 88
 OG0468.geopotential number by the normal gravity value computed on the
 OG0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0468.degrees latitude (g = 980.6199 gals.).
 OG0468
 OG0468.The modeled gravity was interpolated from observed gravity values.
 OG0468
 OG0468
 OG0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQJ276711(NAD 83)
 OG0468
 OG0468                          SUPERSEDED SURVEY CONTROL
 OG0468
 OG0468.No superseded survey control is available for this station.
 OG0468
 OG0468_MARKER: DD = SURVEY DISK
 OG0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0468_STAMPING: 67 U 057
 OG0468_MARK LOGO: GSC
 OG0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0468+STABILITY: SURFACE MOTION
 OG0468
 OG0468  HISTORY     - Date     Condition        Report By
 OG0468  HISTORY     - 1967     MONUMENTED       GSC
 OG0468  HISTORY     - 1980     GOOD             NOS
 OG0468
 OG0468                          STATION DESCRIPTION
 OG0468
 OG0468'DESCRIBED BY NATIONAL OCEAN SERVICE 1980
 OG0468'IN COBOURG.
 OG0468'THIS BENCH MARK IS AT THE WATER LEVEL MONITORING STATION IN COBOURG,
 OG0468'ONTARIO, CANADA.  HEIGHT ABOVE NAVD88 IS AVAILABLE FROM THE GEODETIC
 OG0468'SURVEY OF CANADA, AND ABOVE IGLD80 FROM THE CANADIAN HYDROGRAPHIC
 OG0468'SERVICE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0883 ***********************************************************************
 RJ0883  DESIGNATION -  68 USLS 1878
 RJ0883  PID         -  RJ0883
 RJ0883  STATE/COUNTY-  ON/ALGOMA
 RJ0883  COUNTRY     -  CANADA
 RJ0883  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ0883
 RJ0883                         *CURRENT SURVEY CONTROL
 RJ0883  ______________________________________________________________________
 RJ0883* NAD 83(1986) POSITION- 46 15 04.89169(N) 084 05 51.53772(W)   ADJUSTED
 RJ0883* NAVD 88 ORTHO HEIGHT -   198.    (meters)      650.    (feet) SCALED
 RJ0883  ______________________________________________________________________
 RJ0883  GEOID HEIGHT    -        -37.046 (meters)                     EGM08
 RJ0883  HORZ ORDER      -  THIRD
 RJ0883
 RJ0883.The positional and height information provided upon this datasheet are not
 RJ0883.officially recognized by the Government of Canada, provincial governments
 RJ0883.within Canada, nor are they intended to replace or substitute for them.
 RJ0883.The intent of sharing this data is to allow access to positions or heights
 RJ0883.recognized by the United States Government. Passive control that is used by
 RJ0883.both nations may share the same or similar designations or descriptions but
 RJ0883.do not share official positions or heights. The 'Station Description' may
 RJ0883.originate from a Canadian 'Station Report' and if so contains information
 RJ0883.licensed under the 'Open Government License - Canada'.
 RJ0883
 RJ0883.The horizontal coordinates were established by classical geodetic methods
 RJ0883.and adjusted by the National Geodetic Survey in July 1986.
 RJ0883
 RJ0883.The orthometric height was scaled from a topographic map.
 RJ0883
 RJ0883.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0883
 RJ0883.Click photographs - Photos may exist for this station.
 RJ0883
 RJ0883. The following values were computed from the NAD 83(1986) position.
 RJ0883
 RJ0883;                    North         East     Units Scale Factor Converg.
 RJ0883;UTM  16      - 5,126,070.616   723,711.836   MT  1.00021525   +2 05 50.9
 RJ0883
 RJ0883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0883!UTM  16      -   0.99997477  x   1.00021525  =   1.00019001
 RJ0883
 RJ0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2371126070(NAD 83)
 RJ0883
 RJ0883                          SUPERSEDED SURVEY CONTROL
 RJ0883
 RJ0883  NAD 27      -  46 15 04.83600(N)    084 05 51.44700(W) AD(       ) 3
 RJ0883  USSD        -  46 15 05.57000(N)    084 05 50.68000(W) AD(       ) 3
 RJ0883
 RJ0883.Superseded values are not recommended for survey control.
 RJ0883
 RJ0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0883.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0883
 RJ0883_MARKER: N = NAIL
 RJ0883_SETTING: 0 = UNSPECIFIED SETTING
 RJ0883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0883
 RJ0883  HISTORY     - Date     Condition        Report By
 RJ0883  HISTORY     - 1878     MONUMENTED       USLS
 RJ0883
 RJ0883                          STATION DESCRIPTION
 RJ0883
 RJ0883'DESCRIBED BY US LAKE SURVEY 1878
 RJ0883'ON THE ST JOSEPH ISLAND SHORE OF THE MUNUSCONG CHANNEL, A MILE N
 RJ0883'OF LAKE MUNUSCONG, AND ABOUT IN LINE WITH THE NE SIDE OF RAINS ISLAND
 RJ0883'EXTENDED.  ABOUT 150 FEET N FROM THE ROAD JUNCTION AT THE FOOT OF
 RJ0883'THE STEEP HILL S OF THE RAINSMERE HOTEL.  AT THE ROAD EDGE OF THE
 RJ0883'DITCH ON THE W SIDE OF THE ROAD AND 40 FEET FROM THE RIVER CHANNEL.
 RJ0883'
 RJ0883'STATION MARK IS A DRILL HOLE IN A ROCK UNDERGROUND.  A CEDAR POST
 RJ0883'IN GOOD CONDITION IS OVER THE STATION.  A TRIPOD PAINTED WHITE HOLDS
 RJ0883'A HIGH FLAG OVER THE STATION (FOR THE USE OF THE U S ENGINEERS).
 RJ0883'TRIPOD AND FLAG DOWN IN 1958.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 PH0557 ***********************************************************************
 PH0557  DESIGNATION -  68U419
 PH0557  PID         -  PH0557
 PH0557  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 PH0557  COUNTRY     -  CANADA
 PH0557  NTS MAPSHEET-  031B15 (2020)
 PH0557
 PH0557                         *CURRENT SURVEY CONTROL
 PH0557  ______________________________________________________________________
 PH0557* NAD 83(1986) POSITION- 44 59 40.     (N) 074 44 24.     (W)   SCALED
 PH0557* NAVD 88 ORTHO HEIGHT -    68.930 (meters)      226.15  (feet) ADJUSTED
 PH0557  ______________________________________________________________________
 PH0557  GEOID HEIGHT    -        -31.396 (meters)                     EGM08
 PH0557  DYNAMIC HEIGHT  -         68.929 (meters)      226.14  (feet) COMP
 PH0557  MODELED GRAVITY -    980,600.9   (mgal)                       NAVD 88
 PH0557
 PH0557  VERT ORDER      -  FIRST     CLASS 0
 PH0557
 PH0557.The positional and height information provided upon this datasheet are not
 PH0557.officially recognized by the Government of Canada, provincial governments
 PH0557.within Canada, nor are they intended to replace or substitute for them.
 PH0557.The intent of sharing this data is to allow access to positions or heights
 PH0557.recognized by the United States Government. Passive control that is used by
 PH0557.both nations may share the same or similar designations or descriptions but
 PH0557.do not share official positions or heights. The 'Station Description' may
 PH0557.originate from a Canadian 'Station Report' and if so contains information
 PH0557.licensed under the 'Open Government License - Canada'.
 PH0557
 PH0557.The horizontal coordinates were scaled from a map and have
 PH0557.an estimated accuracy of +/- 6 seconds.
 PH0557
 PH0557.The orthometric height was determined by differential leveling and
 PH0557.adjusted by the NATIONAL GEODETIC SURVEY
 PH0557.in June 1991.
 PH0557
 PH0557.Significant digits in the geoid height do not necessarily reflect accuracy.
 PH0557
 PH0557.Click photographs - Photos may exist for this station.
 PH0557
 PH0557.The dynamic height is computed by dividing the NAVD 88
 PH0557.geopotential number by the normal gravity value computed on the
 PH0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PH0557.degrees latitude (g = 980.6199 gals.).
 PH0557
 PH0557.The modeled gravity was interpolated from observed gravity values.
 PH0557
 PH0557
 PH0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ204823(NAD 83)
 PH0557
 PH0557                          SUPERSEDED SURVEY CONTROL
 PH0557
 PH0557  NGVD 29 (??/??/92)   69.042  (m)          226.52   (f) ADJ UNCH    1 0
 PH0557
 PH0557.Superseded values are not recommended for survey control.
 PH0557
 PH0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH0557.See file dsdata.pdf to determine how the superseded data were derived.
 PH0557
 PH0557_MARKER: DD = SURVEY DISK
 PH0557_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PH0557_SP_SET: WALL
 PH0557_STAMPING: 68 U 419
 PH0557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PH0557
 PH0557  HISTORY     - Date     Condition        Report By
 PH0557  HISTORY     - UNK      MONUMENTED       GSC
 PH0557  HISTORY     - 1973     GOOD             NGS
 PH0557
 PH0557                          STATION DESCRIPTION
 PH0557
 PH0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 PH0557'IN CORNWALL ISLAND.
 PH0557'AT CORNWALL ISLAND, ONTARIO, CANADA, AT THE NORTHWEST CORNER OF THE
 PH0557'SEAWAY INTERNATIONAL BRIDGE OVER THE SOUTH CHANNEL OF THE ST. LAWRENCE
 PH0557'RIVER, 18 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AT THE NORTH
 PH0557'END OF THE WEST CONCRETE GUARDRAINING WALL FOR THE BRIDGE, SET IN THE
 PH0557'CONCRETE BASE FOR CONCRETE WALL, 1.0 FOOT WEST OF THE WEST FACE OF
 PH0557'WALL AND ABOUT LEVEL WITH THE HIGHWAY.  THIS MARK MAY BE REACHED BY
 PH0557'GOING ABOUT 1.8 MILES NORTH ALONG COUNTY ROAD 128 FROM THE POST OFFICE
 PH0557'AT ROOSEVELTOWN, NEW YORK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NE0967 ***********************************************************************
 NE0967  DESIGNATION -  693712
 NE0967  PID         -  NE0967
 NE0967  STATE/COUNTY-  ON/LAMBTON
 NE0967  COUNTRY     -  CANADA
 NE0967  NTS MAPSHEET-  SARNIA (2020)
 NE0967
 NE0967                         *CURRENT SURVEY CONTROL
 NE0967  ______________________________________________________________________
 NE0967* NAD 83(1986) POSITION- 42 59 15.5    (N) 082 23 55.1    (W)   HD_HELD2
 NE0967* NAVD 88 ORTHO HEIGHT -   186.942 (meters)      613.33  (feet) ADJUSTED
 NE0967  ______________________________________________________________________
 NE0967  GEOID HEIGHT    -        -35.429 (meters)                     EGM08
 NE0967  DYNAMIC HEIGHT  -        186.896 (meters)      613.17  (feet) COMP
 NE0967  MODELED GRAVITY -    980,369.5   (mgal)                       NAVD 88
 NE0967
 NE0967  VERT ORDER      -  FIRST     CLASS II
 NE0967
 NE0967.The positional and height information provided upon this datasheet are not
 NE0967.officially recognized by the Government of Canada, provincial governments
 NE0967.within Canada, nor are they intended to replace or substitute for them.
 NE0967.The intent of sharing this data is to allow access to positions or heights
 NE0967.recognized by the United States Government. Passive control that is used by
 NE0967.both nations may share the same or similar designations or descriptions but
 NE0967.do not share official positions or heights. The 'Station Description' may
 NE0967.originate from a Canadian 'Station Report' and if so contains information
 NE0967.licensed under the 'Open Government License - Canada'.
 NE0967
 NE0967.The horizontal coordinates were established by autonomous hand held GPS
 NE0967.observations and have an estimated accuracy of +/- 10 meters.
 NE0967
 NE0967.The orthometric height was determined by differential leveling and
 NE0967.adjusted by the NATIONAL GEODETIC SURVEY
 NE0967.in June 1991.
 NE0967
 NE0967.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0967
 NE0967.Click photographs - Photos may exist for this station.
 NE0967
 NE0967.The dynamic height is computed by dividing the NAVD 88
 NE0967.geopotential number by the normal gravity value computed on the
 NE0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0967.degrees latitude (g = 980.6199 gals.).
 NE0967
 NE0967.The modeled gravity was interpolated from observed gravity values.
 NE0967
 NE0967
 NE0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8597560391(NAD 83)
 NE0967
 NE0967                          SUPERSEDED SURVEY CONTROL
 NE0967
 NE0967  NGVD 29 (11/26/84)  187.058  (m)          613.71   (f) ADJUSTED    1 2
 NE0967
 NE0967.Superseded values are not recommended for survey control.
 NE0967
 NE0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0967.See file dsdata.pdf to determine how the superseded data were derived.
 NE0967
 NE0967_MARKER: DT = TOPOGRAPHIC STATION DISK
 NE0967_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NE0967_SP_SET: SIDEWALK
 NE0967_STAMPING: 69372
 NE0967_MARK LOGO: GSC
 NE0967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0967+SATELLITE: SATELLITE OBSERVATIONS - 1969
 NE0967
 NE0967  HISTORY     - Date     Condition        Report By
 NE0967  HISTORY     - UNK      MONUMENTED       GSC
 NE0967  HISTORY     - 1969     GOOD             GSC
 NE0967  HISTORY     - 1980     GOOD             NGS
 NE0967
 NE0967                          STATION DESCRIPTION
 NE0967
 NE0967'DESCRIBED BY GEODETIC SURVEY OF CANADA 1969 (UNK)
 NE0967'RECOVERED IN GOOD CONDITION.
 NE0967
 NE0967                          STATION RECOVERY (1980)
 NE0967
 NE0967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0967'IN SARNIA.
 NE0967'IN SARNIA, AT THE SOUTHWEST CORNER OF THE CHRISTINA BRIDGE OVER
 NE0967'HIGHWAY 402 SET IN THE SIDEWALK, 9.17 METERS (30,4 FEET) SOUTH
 NE0967'OF THE CONCRETE RETAINING WALL OF THE BRIDGE, 0.6 METER (2.0 FEET)
 NE0967'WEST OF THE EAST EDGE OF THE SIDEWALK.
 NE0967'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DL5282 ***********************************************************************
 DL5282  DESIGNATION -  7 C
 DL5282  PID         -  DL5282
 DL5282  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 DL5282  COUNTRY     -  CANADA
 DL5282  NTS MAPSHEET-  CORNWALL (2020)
 DL5282
 DL5282                         *CURRENT SURVEY CONTROL
 DL5282  ______________________________________________________________________
 DL5282* NAD 83(1986) POSITION- 45 00 28.58   (N) 074 47 34.28   (W)   HD_HELD1
 DL5282* NAVD 88 ORTHO HEIGHT -    77.911 (meters)      255.61  (feet) ADJUSTED
 DL5282  ______________________________________________________________________
 DL5282  GEOID HEIGHT    -        -31.516 (meters)                     EGM08
 DL5282  DYNAMIC HEIGHT  -         77.909 (meters)      255.61  (feet) COMP
 DL5282  MODELED GRAVITY -    980,598.7   (mgal)                       NAVD 88
 DL5282
 DL5282  VERT ORDER      -  FIRST     CLASS II
 DL5282
 DL5282.The positional and height information provided upon this datasheet are not
 DL5282.officially recognized by the Government of Canada, provincial governments
 DL5282.within Canada, nor are they intended to replace or substitute for them.
 DL5282.The intent of sharing this data is to allow access to positions or heights
 DL5282.recognized by the United States Government. Passive control that is used by
 DL5282.both nations may share the same or similar designations or descriptions but
 DL5282.do not share official positions or heights. The 'Station Description' may
 DL5282.originate from a Canadian 'Station Report' and if so contains information
 DL5282.licensed under the 'Open Government License - Canada'.
 DL5282
 DL5282.The horizontal coordinates were determined by differentially corrected
 DL5282.hand held GPS observations or other comparable positioning techniques
 DL5282.and have an estimated accuracy of +/- 3 meters.
 DL5282
 DL5282.The orthometric height was determined by differential leveling and
 DL5282.adjusted by the NATIONAL GEODETIC SURVEY
 DL5282.in March 2024.
 DL5282
 DL5282.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5282
 DL5282.Click photographs - Photos may exist for this station.
 DL5282
 DL5282.The dynamic height is computed by dividing the NAVD 88
 DL5282.geopotential number by the normal gravity value computed on the
 DL5282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5282.degrees latitude (g = 980.6199 gals.).
 DL5282
 DL5282.The modeled gravity was interpolated from observed gravity values.
 DL5282
 DL5282
 DL5282_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1632383853(NAD 83)
 DL5282
 DL5282                          SUPERSEDED SURVEY CONTROL
 DL5282
 DL5282  NAVD 88 (10/14/09)   77.900  (m)          255.58   (f) SUPERSEDED  1 2
 DL5282
 DL5282.Superseded values are not recommended for survey control.
 DL5282
 DL5282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5282.See file dsdata.pdf to determine how the superseded data were derived.
 DL5282
 DL5282_MARKER: DD = SURVEY DISK
 DL5282_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL5282_SP_SET: DAM DECK
 DL5282_MARK LOGO: NONE
 DL5282_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5282+STABILITY: SURFACE MOTION
 DL5282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5282+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2022
 DL5282
 DL5282  HISTORY     - Date     Condition        Report By
 DL5282  HISTORY     - 1958     MONUMENTED       ONTAPW
 DL5282  HISTORY     - 20220912 GOOD             NGS
 DL5282
 DL5282                          STATION DESCRIPTION
 DL5282
 DL5282'DESCRIBED BY ONTARIO POWER GENERATION 1958
 DL5282'THE MARK IS LOCATED ABOUT 3.25 MI (5.2 KM) SOUTHWEST OF CORNWALL,
 DL5282'ONT., 7.26 MI (11.7 KM) NORTH NORTHEAST OF MASSENA, NY.  OWNERSHIP
 DL5282'ONTARIO POWER GENERATION.  CONTACT THE ENGINEERING DEPARTMENT AT
 DL5282'613-932-3072 TO OBTAIN PERMISSION TO ACCESS THE MARK.
 DL5282'
 DL5282'BM 7-C IS THE HIGHEST POINT OF A 2-INCH (5 CM) BRASS HEX DISK SET
 DL5282'FLUSH IN THE CONCRETE DECK OF THE TOP OF THE HEADWORK.
 DL5282'
 DL5282'IT IS 6.55 M (21.5 FT) WEST OF THE SOUTHWEST CORNER OF HEAD GATE HATCH
 DL5282'COVER 7C AND 0.475 M (1.6 FT) WEST OF THE WESTERNMOST RAIL OF THE
 DL5282'OVERHEAD GANTRY CRANE.
 DL5282'
 DL5282'NOTE-NO STAMPING ON DISK.
 DL5282
 DL5282                          STATION RECOVERY (2022)
 DL5282
 DL5282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (JAO)
 DL5282'MARK IS LOCATED 4.9 KM (3.0 MI) WEST-SOUTHWEST OF THE CORNWALL,
 DL5282'ONTARIO, CANADA CITY HALL AND WITHIN THE GROUNDS FOR THE ROBERT H.
 DL5282'SAUNDERS POWER DAM, ST. LAWRENCE GENERATING STATION, OPERATED BY
 DL5282'ONTARIO POWER GENERATION (OPG).
 DL5282'
 DL5282'CONTACT THE ENGINEERING DEPARTMENT AT 613-932-3072 TO OBTAIN
 DL5282'PERMISSION TO ACCESS THE MARK.
 DL5282'
 DL5282'7 C IS THE HIGHEST POINT OF A 5 CM (2 INCH) BRASS HEXAGONAL SHAPE DISK
 DL5282'SET FLUSH IN THE CONCRETE DECK ON THE NORTHWEST SIDE AND ON THE TOP OF
 DL5282'THE HEADWORKS.
 DL5282'
 DL5282'IT IS 6.90 M (22.6 FT) WEST NORTHWEST OF THE NORTHWEST CORNER OF
 DL5282'HEADGATE HATCH COVER 8A, 6.55 M (21.4 FT) WEST-SOUTHWEST OF THE
 DL5282'SOUTHWEST CORNER OF HEADGATE HATCH COVER 7C AND 0.5 M (1.5 FT) WEST OF
 DL5282'THE WESTERNMOST RAIL FOR THE OVERHEAD GANTRY CRANE.
 DL5282'
 DL5282'NOTE-NO STAMPING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RH0011 ***********************************************************************
 RH0011  DESIGNATION -  70U1005
 RH0011  PID         -  RH0011
 RH0011  STATE/COUNTY-  ON/ALGOMA
 RH0011  COUNTRY     -  CANADA
 RH0011  NTS MAPSHEET-  BRUCE MINES (2020)
 RH0011
 RH0011                         *CURRENT SURVEY CONTROL
 RH0011  ______________________________________________________________________
 RH0011* NAD 83(1986) POSITION- 46 15 12.     (N) 083 33 06.     (W)   SCALED
 RH0011* NAVD 88 ORTHO HEIGHT -   179.266 (meters)      588.14  (feet) ADJUSTED
 RH0011  ______________________________________________________________________
 RH0011  GEOID HEIGHT    -        -37.462 (meters)                     EGM08
 RH0011  DYNAMIC HEIGHT  -        179.273 (meters)      588.16  (feet) COMP
 RH0011  MODELED GRAVITY -    980,652.0   (mgal)                       NAVD 88
 RH0011
 RH0011  VERT ORDER      -  FIRST     CLASS II
 RH0011
 RH0011.The positional and height information provided upon this datasheet are not
 RH0011.officially recognized by the Government of Canada, provincial governments
 RH0011.within Canada, nor are they intended to replace or substitute for them.
 RH0011.The intent of sharing this data is to allow access to positions or heights
 RH0011.recognized by the United States Government. Passive control that is used by
 RH0011.both nations may share the same or similar designations or descriptions but
 RH0011.do not share official positions or heights. The 'Station Description' may
 RH0011.originate from a Canadian 'Station Report' and if so contains information
 RH0011.licensed under the 'Open Government License - Canada'.
 RH0011
 RH0011.The horizontal coordinates were scaled from a map and have
 RH0011.an estimated accuracy of +/- 6 seconds.
 RH0011
 RH0011.The orthometric height was determined by differential leveling and
 RH0011.adjusted by the NATIONAL GEODETIC SURVEY
 RH0011.in June 1991.
 RH0011
 RH0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 RH0011
 RH0011.Click photographs - Photos may exist for this station.
 RH0011
 RH0011.The dynamic height is computed by dividing the NAVD 88
 RH0011.geopotential number by the normal gravity value computed on the
 RH0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RH0011.degrees latitude (g = 980.6199 gals.).
 RH0011
 RH0011.The modeled gravity was interpolated from observed gravity values.
 RH0011
 RH0011
 RH0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLM033253(NAD 83)
 RH0011
 RH0011                          SUPERSEDED SURVEY CONTROL
 RH0011
 RH0011.No superseded survey control is available for this station.
 RH0011
 RH0011_MARKER: DD = SURVEY DISK
 RH0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RH0011_STAMPING: 70U1005
 RH0011_MARK LOGO: GSC
 RH0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RH0011+STABILITY: SURFACE MOTION
 RH0011
 RH0011  HISTORY     - Date     Condition        Report By
 RH0011  HISTORY     - 1970     MONUMENTED       GSC
 RH0011  HISTORY     - 1980     GOOD             NOS
 RH0011
 RH0011                          STATION DESCRIPTION
 RH0011
 RH0011'DESCRIBED BY NATIONAL OCEAN SERVICE 1980
 RH0011'IN THESSALON.
 RH0011'THIS BENCH MARK IS AT THE WATER LEVEL MONITORING STATION IN
 RH0011'THESSALON,ONTARIO, CANADA.  HEIGHT ABOVE NAVD88 IS AVAILABLE FROM THE
 RH0011'CANADIAN GEODETIC SURVEY, AND ABOVE IGLD80 FROM THE CANADIAN
 RH0011'HYDROGRAPHIC SERVICE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TY0009 ***********************************************************************
 TY0009  DESIGNATION -  70U652
 TY0009  PID         -  TY0009
 TY0009  STATE/COUNTY-  ON/THUNDER BAY
 TY0009  COUNTRY     -  CANADA
 TY0009  NTS MAPSHEET-  ROSSPORT (2020)
 TY0009
 TY0009                         *CURRENT SURVEY CONTROL
 TY0009  ______________________________________________________________________
 TY0009* NAD 83(2011) POSITION- 48 50 10.98666(N) 087 31 17.23095(W)   ADJUSTED
 TY0009* NAD 83(2011) ELLIP HT-   168.394 (meters)        (06/27/12)   ADJUSTED
 TY0009* NAD 83(2011) EPOCH   -  2010.00
 TY0009* NAVD 88 ORTHO HEIGHT -   205.556 (meters)      674.40  (feet) ADJUSTED
 TY0009  ______________________________________________________________________
 TY0009  GEOID HEIGHT    -        -37.364 (meters)                     EGM08
 TY0009  NAD 83(2011) X  -    181,901.075 (meters)                     COMP
 TY0009  NAD 83(2011) Y  - -4,202,325.858 (meters)                     COMP
 TY0009  NAD 83(2011) Z  -  4,778,728.738 (meters)                     COMP
 TY0009  DYNAMIC HEIGHT  -        205.609 (meters)      674.57  (feet) COMP
 TY0009  MODELED GRAVITY -    980,865.8   (mgal)                       NAVD 88
 TY0009
 TY0009  VERT ORDER      -  FIRST     CLASS II
 TY0009
 TY0009  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 TY0009  Standards:
 TY0009         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 TY0009            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 TY0009  -------------------------------------------------------------------
 TY0009  NETWORK    0.63   1.69           0.29   0.21   0.86      0.03296734
 TY0009  -------------------------------------------------------------------
 TY0009  Click here for local accuracies and other accuracy information.
 TY0009
 TY0009.The positional and height information provided upon this datasheet are not
 TY0009.officially recognized by the Government of Canada, provincial governments
 TY0009.within Canada, nor are they intended to replace or substitute for them.
 TY0009.The intent of sharing this data is to allow access to positions or heights
 TY0009.recognized by the United States Government. Passive control that is used by
 TY0009.both nations may share the same or similar designations or descriptions but
 TY0009.do not share official positions or heights. The 'Station Description' may
 TY0009.originate from a Canadian 'Station Report' and if so contains information
 TY0009.licensed under the 'Open Government License - Canada'.
 TY0009
 TY0009.The horizontal coordinates were established by GPS observations
 TY0009.and adjusted by the National Geodetic Survey in June 2012.
 TY0009
 TY0009.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 TY0009.been affixed to the stable North American tectonic plate. See 
 TY0009.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 TY0009
 TY0009.The horizontal coordinates are valid at the epoch date displayed above
 TY0009.which is a decimal equivalence of Year/Month/Day.
 TY0009
 TY0009.The orthometric height was determined by differential leveling and
 TY0009.adjusted by the NATIONAL GEODETIC SURVEY
 TY0009.in June 1991.
 TY0009
 TY0009.Significant digits in the geoid height do not necessarily reflect accuracy.
 TY0009
 TY0009.Click photographs - Photos may exist for this station.
 TY0009
 TY0009.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TY0009
 TY0009.The ellipsoidal height was determined by GPS observations
 TY0009.and is referenced to NAD 83.
 TY0009
 TY0009.The dynamic height is computed by dividing the NAVD 88
 TY0009.geopotential number by the normal gravity value computed on the
 TY0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TY0009.degrees latitude (g = 980.6199 gals.).
 TY0009
 TY0009.The modeled gravity was interpolated from observed gravity values.
 TY0009
 TY0009. The following values were computed from the NAD 83(2011) position.
 TY0009
 TY0009;                    North         East     Units Scale Factor Converg.
 TY0009;UTM  16      - 5,409,398.848   461,734.906   MT  0.99961799   -0 23 33.3
 TY0009
 TY0009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TY0009!UTM  16      -   0.99997361  x   0.99961799  =   0.99959161
 TY0009
 TY0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16UDV6173409398(NAD 83)
 TY0009
 TY0009                          SUPERSEDED SURVEY CONTROL
 TY0009
 TY0009  NAD 83(2007)-  48 50 10.98684(N)    087 31 17.23198(W) AD(2002.00) 0
 TY0009  ELLIP H (02/10/07)  168.412  (m)                       GP(2002.00)    
 TY0009  NAD 83(1997)-  48 50 10.98712(N)    087 31 17.23251(W) AD(       ) A
 TY0009  ELLIP H (05/25/99)  168.418  (m)                       GP(       ) 3 1
 TY0009  NAVD 88 (05/25/99)  205.4    (m)  GEOID96  model used  GPS OBS        
 TY0009
 TY0009.Superseded values are not recommended for survey control.
 TY0009
 TY0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TY0009.See file dsdata.pdf to determine how the superseded data were derived.
 TY0009
 TY0009_MARKER: DD = SURVEY DISK
 TY0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TY0009_STAMPING: 70U652
 TY0009_MARK LOGO: GSC
 TY0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TY0009+STABILITY: SURFACE MOTION
 TY0009
 TY0009  HISTORY     - Date     Condition        Report By
 TY0009  HISTORY     - 1970     MONUMENTED       GSC
 TY0009  HISTORY     - 1980     GOOD             NOS
 TY0009
 TY0009                          STATION DESCRIPTION
 TY0009
 TY0009'DESCRIBED BY NATIONAL OCEAN SERVICE 1980
 TY0009'IN ROSSPORT.
 TY0009'THIS BENCH MARK IS SET AT THE WATER LEVEL MONITORING STATION IN
 TY0009'ROSSPORT, ONTARIO, CANADA.  HEIGHT ABOVE NAVD88 IS AVAILABLE FROM THE
 TY0009'CANADIAN GEODETIC SURVEY, AND ABOVE IGLD80 FROM THE CANADIAN
 TY0009'HYDROGRAPHIC SERVICE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NE0931 ***********************************************************************
 NE0931  DESIGNATION -  70U666
 NE0931  PID         -  NE0931
 NE0931  STATE/COUNTY-  ON/LAMBTON
 NE0931  COUNTRY     -  CANADA
 NE0931  NTS MAPSHEET-  PORT LAMBTON (2020)
 NE0931
 NE0931                         *CURRENT SURVEY CONTROL
 NE0931  ______________________________________________________________________
 NE0931* NAD 83(1986) POSITION- 42 39 32.9    (N) 082 30 20.4    (W)   HD_HELD2
 NE0931* NAVD 88 ORTHO HEIGHT -   177.304 (meters)      581.70  (feet) ADJUSTED
 NE0931  ______________________________________________________________________
 NE0931  GEOID HEIGHT    -        -35.479 (meters)                     EGM08
 NE0931  DYNAMIC HEIGHT  -        177.255 (meters)      581.54  (feet) COMP
 NE0931  MODELED GRAVITY -    980,340.9   (mgal)                       NAVD 88
 NE0931
 NE0931  VERT ORDER      -  FIRST     CLASS II
 NE0931
 NE0931.The positional and height information provided upon this datasheet are not
 NE0931.officially recognized by the Government of Canada, provincial governments
 NE0931.within Canada, nor are they intended to replace or substitute for them.
 NE0931.The intent of sharing this data is to allow access to positions or heights
 NE0931.recognized by the United States Government. Passive control that is used by
 NE0931.both nations may share the same or similar designations or descriptions but
 NE0931.do not share official positions or heights. The 'Station Description' may
 NE0931.originate from a Canadian 'Station Report' and if so contains information
 NE0931.licensed under the 'Open Government License - Canada'.
 NE0931
 NE0931.The horizontal coordinates were established by autonomous hand held GPS
 NE0931.observations and have an estimated accuracy of +/- 10 meters.
 NE0931
 NE0931.The orthometric height was determined by differential leveling and
 NE0931.adjusted by the NATIONAL GEODETIC SURVEY
 NE0931.in June 1991.
 NE0931
 NE0931.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0931
 NE0931.Click photographs - Photos may exist for this station.
 NE0931
 NE0931.The dynamic height is computed by dividing the NAVD 88
 NE0931.geopotential number by the normal gravity value computed on the
 NE0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0931.degrees latitude (g = 980.6199 gals.).
 NE0931
 NE0931.The modeled gravity was interpolated from observed gravity values.
 NE0931
 NE0931
 NE0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7659824062(NAD 83)
 NE0931
 NE0931                          SUPERSEDED SURVEY CONTROL
 NE0931
 NE0931  NGVD 29 (11/26/84)  177.429  (m)          582.12   (f) ADJUSTED    1 2
 NE0931
 NE0931.Superseded values are not recommended for survey control.
 NE0931
 NE0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0931.See file dsdata.pdf to determine how the superseded data were derived.
 NE0931
 NE0931_MARKER: DV = VERTICAL CONTROL DISK
 NE0931_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NE0931_SP_SET: FOUNDATION WALL
 NE0931_STAMPING: 70 U 666
 NE0931_MARK LOGO: CADNR
 NE0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0931+STABILITY: SURFACE MOTION
 NE0931_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0931+SATELLITE: SATELLITE OBSERVATIONS - August 14, 1981
 NE0931
 NE0931  HISTORY     - Date     Condition        Report By
 NE0931  HISTORY     - 1970     MONUMENTED       GSC
 NE0931  HISTORY     - 1980     GOOD             NGS
 NE0931  HISTORY     - 19810814 GOOD             GSC
 NE0931
 NE0931                          STATION DESCRIPTION
 NE0931
 NE0931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0931'IN PORT LAMBTON.
 NE0931'IN PORT LAMBTON, SET IN THE CONCRETE FOUNDATION WALL AT THE SOUTHEAST
 NE0931'CORNER OF THE PORT LAMBTON POST OFFICE ON PRINCESS STREET, 4.61 METERS
 NE0931'(15.1 FEET) WEST OF A 5 FOOT CHAIN LINK FENCE, 2.75 METERS (9 FEET)
 NE0931'NORTH OF THE SOUTHEAST CORNER OF THE POST OFFICE, AND 0.23 METERS
 NE0931'(0.75 FEET) BELOW THE BRICK FACING.
 NE0931'THE MARK IS 0.07 M ABOVE PAVEMENT.
 NE0931
 NE0931                          STATION RECOVERY (1981)
 NE0931
 NE0931'RECOVERY NOTE BY GEODETIC SURVEY OF CANADA 1981 (UNK)
 NE0931'THE MARK IS LOCATED ABOUT 109.9 KM (68.3 MI) WEST-SOUTHWEST OF LONDON,
 NE0931'58.3 KM (36.2 MI) NORTHEAST OF WINDSOR, 42.7 KM (26.5 MI) NORTHWEST OF
 NE0931'CHATHAM-KENT, 34.2 KM (21.3 MI) SOUTH-SOUTHWEST OF SARNIA IN PORT
 NE0931'LAMBTON.
 NE0931'
 NE0931'THE TABLET IS LOCATED AT THE POST OFFICE ON PRINCESS STREET.
 NE0931'
 NE0931'THE TABLET IS FOUND IN THE EAST CONCRETE FOUNDATION WALL, 1.8 M (5.9
 NE0931'FT) NORTH OF THE SOUTHEAST CORNER AND 18 CM (7 INCHES) BELOW THE
 NE0931'BRICKWORK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TY2525 ***********************************************************************
 TY2525  HT_MOD      -  This is a Height Modernization Survey Station.
 TY2525  DESIGNATION -  70U672
 TY2525  PID         -  TY2525
 TY2525  STATE/COUNTY-  ON/ESSEX
 TY2525  COUNTRY     -  CANADA
 TY2525  NTS MAPSHEET-  AMHERSTBURG (2020)
 TY2525
 TY2525                         *CURRENT SURVEY CONTROL
 TY2525  ______________________________________________________________________
 TY2525* NAD 83(2011) POSITION- 42 03 40.02376(N) 083 06 12.13045(W)   ADJUSTED
 TY2525* NAD 83(2011) ELLIP HT-   140.918 (meters)        (06/27/12)   ADJUSTED
 TY2525* NAD 83(2011) EPOCH   -  2010.00
 TY2525* NAVD 88 ORTHO HEIGHT -   175.93  (meters)      577.2   (feet) GPS OBS
 TY2525  ______________________________________________________________________
 TY2525  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 TY2525  GEOID HEIGHT    -        -35.033 (meters)                     GEOID12B
 TY2525  GEOID HEIGHT    -        -35.550 (meters)                     EGM08
 TY2525  NAD 83(2011) X  -    569,479.089 (meters)                     COMP
 TY2525  NAD 83(2011) Y  - -4,708,243.223 (meters)                     COMP
 TY2525  NAD 83(2011) Z  -  4,250,740.715 (meters)                     COMP
 TY2525
 TY2525  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 TY2525  Standards:
 TY2525         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 TY2525            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 TY2525  -------------------------------------------------------------------
 TY2525  NETWORK    0.31   0.80           0.14   0.11   0.41     -0.01078855
 TY2525  -------------------------------------------------------------------
 TY2525  Click here for local accuracies and other accuracy information.
 TY2525
 TY2525.The positional and height information provided upon this datasheet are not
 TY2525.officially recognized by the Government of Canada, provincial governments
 TY2525.within Canada, nor are they intended to replace or substitute for them.
 TY2525.The intent of sharing this data is to allow access to positions or heights
 TY2525.recognized by the United States Government. Passive control that is used by
 TY2525.both nations may share the same or similar designations or descriptions but
 TY2525.do not share official positions or heights. The 'Station Description' may
 TY2525.originate from a Canadian 'Station Report' and if so contains information
 TY2525.licensed under the 'Open Government License - Canada'.
 TY2525
 TY2525.The horizontal coordinates were established by GPS observations
 TY2525.and adjusted by the National Geodetic Survey in June 2012.
 TY2525
 TY2525.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 TY2525.been affixed to the stable North American tectonic plate. See 
 TY2525.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 TY2525
 TY2525.The horizontal coordinates are valid at the epoch date displayed above
 TY2525.which is a decimal equivalence of Year/Month/Day.
 TY2525
 TY2525.The orthometric height was determined by GPS observations and a
 TY2525.high-resolution geoid model using precise GPS observation and
 TY2525.processing techniques.
 TY2525
 TY2525.Significant digits in the geoid height do not necessarily reflect accuracy.
 TY2525
 TY2525.Click photographs - Photos may exist for this station.
 TY2525
 TY2525.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TY2525
 TY2525.The ellipsoidal height was determined by GPS observations
 TY2525.and is referenced to NAD 83.
 TY2525
 TY2525. The following values were computed from the NAD 83(2011) position.
 TY2525
 TY2525;                    North         East     Units Scale Factor Converg.
 TY2525;UTM  17      - 4,658,702.631   325,966.648   MT  0.99997269   -1 24 34.0
 TY2525
 TY2525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TY2525!UTM  17      -   0.99997790  x   0.99997269  =   0.99995059
 TY2525
 TY2525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2596658702(NAD 83)
 TY2525
 TY2525                          SUPERSEDED SURVEY CONTROL
 TY2525
 TY2525  ELLIP H (08/23/11)  140.928  (m)                       GP(       ) 1 2
 TY2525  NAD 83(2007)-  42 03 40.02376(N)    083 06 12.13104(W) AD(2002.00) 0
 TY2525  ELLIP H (02/10/07)  140.953  (m)                       GP(2002.00)    
 TY2525  NAD 83(1997)-  42 03 40.02410(N)    083 06 12.13140(W) AD(       ) A
 TY2525  ELLIP H (05/25/99)  140.960  (m)                       GP(       ) 3 1
 TY2525  NAVD 88 (08/23/11)  175.9    (m)  GEOID09  model used  GPS OBS        
 TY2525  NAVD 88 (10/11/07)  176.0    (m)  GEOID03  model used  GPS OBS        
 TY2525  NAVD 88 (05/25/99)  176.0    (m)  GEOID96  model used  GPS OBS        
 TY2525
 TY2525.Superseded values are not recommended for survey control.
 TY2525
 TY2525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TY2525.See file dsdata.pdf to determine how the superseded data were derived.
 TY2525
 TY2525_MARKER: I = METAL ROD
 TY2525_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 TY2525_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TY2525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TY2525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TY2525+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2015
 TY2525
 TY2525  HISTORY     - Date     Condition        Report By
 TY2525  HISTORY     - 1981     MONUMENTED       GSC
 TY2525  HISTORY     - 2005     GOOD             CADNR
 TY2525  HISTORY     - 20100608 GOOD             CADNR
 TY2525  HISTORY     - 20150812 GOOD             CADNR
 TY2525
 TY2525                          STATION DESCRIPTION
 TY2525
 TY2525'DESCRIBED BY CANADIAN DEPT NAT RES 2005 (JS)
 TY2525'GLEN EDEN.  DEEP BENCH MARK UNDER ACCESS COVER ALONG HIGHWAY 18,
 TY2525'ALMOST OPPOSITE A RED BARN, 5.8 KM (3.6 MI) WEST OF THE JUNCTION WITH
 TY2525'ESSEX COUNTY ROAD 50, 0.8 KM (0.5 MI) EAST OF JACKS ON THE ROOF
 TY2525'TAVERN, UNDER POWER LINE, 29.3 M (96.1 FT) EAST OF A POWER POLE, 19.2
 TY2525'M (63.0 FT) EAST OF CENTRE OF FARM APPROACH, 14.6 M (47.9 FT) SOUTH OF
 TY2525'CENTRE LINE OF HIGHWAY, AT HIGHWAY LEVEL.  ORGANIZATION LOGO AND
 TY2525'STAMPING WERE NOT REPORTED.
 TY2525'
 TY2525'FOR ADDITIONAL INFORMATION CONTACT NATURAL RESOURCES CANADA, GEODETIC
 TY2525'SURVEY DIVISION, 615 BOOTH STREET, OTTAWA, ONTARIO.
 TY2525
 TY2525                          STATION RECOVERY (2010)
 TY2525
 TY2525'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2010 (JS)
 TY2525'RECOVERED AS DESCRIBED.
 TY2525
 TY2525                          STATION RECOVERY (2015)
 TY2525
 TY2525'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2015 (RJS)
 TY2525'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NE0870 ***********************************************************************
 NE0870  DESIGNATION -  71 U 125
 NE0870  PID         -  NE0870
 NE0870  STATE/COUNTY-  ON/ESSEX
 NE0870  COUNTRY     -  CANADA
 NE0870  NTS MAPSHEET-  WINDSOR (2020)
 NE0870
 NE0870                         *CURRENT SURVEY CONTROL
 NE0870  ______________________________________________________________________
 NE0870* NAD 83(1986) POSITION- 42 18 29.1    (N) 083 04 17.4    (W)   HD_HELD2
 NE0870* NAVD 88 ORTHO HEIGHT -   176.185 (meters)      578.03  (feet) ADJUSTED
 NE0870  ______________________________________________________________________
 NE0870  GEOID HEIGHT    -        -35.057 (meters)                     EGM08
 NE0870  DYNAMIC HEIGHT  -        176.132 (meters)      577.86  (feet) COMP
 NE0870  MODELED GRAVITY -    980,319.4   (mgal)                       NAVD 88
 NE0870
 NE0870  VERT ORDER      -  FIRST     CLASS II
 NE0870
 NE0870.The positional and height information provided upon this datasheet are not
 NE0870.officially recognized by the Government of Canada, provincial governments
 NE0870.within Canada, nor are they intended to replace or substitute for them.
 NE0870.The intent of sharing this data is to allow access to positions or heights
 NE0870.recognized by the United States Government. Passive control that is used by
 NE0870.both nations may share the same or similar designations or descriptions but
 NE0870.do not share official positions or heights. The 'Station Description' may
 NE0870.originate from a Canadian 'Station Report' and if so contains information
 NE0870.licensed under the 'Open Government License - Canada'.
 NE0870
 NE0870.The horizontal coordinates were established by autonomous hand held GPS
 NE0870.observations and have an estimated accuracy of +/- 10 meters.
 NE0870
 NE0870.The orthometric height was determined by differential leveling and
 NE0870.adjusted by the NATIONAL GEODETIC SURVEY
 NE0870.in June 1991.
 NE0870
 NE0870.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0870
 NE0870.Click photographs - Photos may exist for this station.
 NE0870
 NE0870.The dynamic height is computed by dividing the NAVD 88
 NE0870.geopotential number by the normal gravity value computed on the
 NE0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0870.degrees latitude (g = 980.6199 gals.).
 NE0870
 NE0870.The modeled gravity was interpolated from observed gravity values.
 NE0870
 NE0870
 NE0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2926986061(NAD 83)
 NE0870
 NE0870                          SUPERSEDED SURVEY CONTROL
 NE0870
 NE0870  NGVD 29 (11/26/84)  176.358  (m)          578.60   (f) ADJUSTED    1 2
 NE0870
 NE0870.Superseded values are not recommended for survey control.
 NE0870
 NE0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0870.See file dsdata.pdf to determine how the superseded data were derived.
 NE0870
 NE0870_MARKER: I = METAL ROD
 NE0870_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NE0870+WITH SETTING: INFORMATION.
 NE0870_STAMPING: 71 U 125
 NE0870_MARK LOGO: GSC
 NE0870_PROJECTION: RECESSED 13 CENTIMETERS
 NE0870_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0870_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0870_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0870+SATELLITE: SATELLITE OBSERVATIONS - 1971
 NE0870
 NE0870  HISTORY     - Date     Condition        Report By
 NE0870  HISTORY     - 1972     MONUMENTED       GSC
 NE0870  HISTORY     - 1971     GOOD             GSC
 NE0870  HISTORY     - 1980     GOOD             NGS
 NE0870
 NE0870                          STATION DESCRIPTION
 NE0870
 NE0870'DESCRIBED BY GEODETIC SURVEY OF CANADA 1971 (UNK)
 NE0870'THE MARK IS LOCATED ABOUT 167.2 KM (103.9 MI) WEST-SOUTHWEST OF
 NE0870'LONDON, 91.3 KM (56.7 MI) SOUTHWEST OF SARNIA, 75.4 KM (46.9 MI) WEST
 NE0870'OF CHATHAM-KENT AND IN WINDSOR.
 NE0870'
 NE0870'THE MARK IS LOCATED MARK UNDER AN ACCESS COVER UNDER AMBASSADOR BRIDGE
 NE0870'ON NORTHWEST SIDE OF RIVERSIDE DRIVE.
 NE0870'
 NE0870'THE MARK IS FOUND 43.9 M (144.0 FT) NORTHWEST OF CENTRE LINE OF
 NE0870'RIVERSIDE DRIVE, OPPOSITE A POINT ON THE ROAD 23.5 M (77.1 FT)
 NE0870'SOUTHWEST OF THE CENTRE LINE OF HURON CHURCH STREET BETWEEN THE FIRST
 NE0870'AND SECOND SET OF PILLARS AND 21.9 M (71.9 FT) SOUTHWEST OF SET OF
 NE0870'PILLARS CLOSEST TO RIVERSIDE DRIVE.
 NE0870
 NE0870                          STATION RECOVERY (1980)
 NE0870
 NE0870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0870'IN WINDSOR.
 NE0870'IN WINDSOR, NEAR THE JUNCTION OF WEST RIVERSIDE DRIVE AND HURON
 NE0870'CHURCH LINE UNDER THE AMBASSADOR BRIDGE SET BETWEEN THE FIRST AND
 NE0870'SECOND SET OF STEEL PIERS NORTHWEST OF WEST RIVERSIDE DRIVE, 43.9
 NE0870'METERS (144 FEET) NORTHWEST OF CENTER OF WEST RIVERSIDE DRIVE,
 NE0870'23.5 METERS (77.0 FEET) SOUTHWEST OF THE EXTENDED CENTER OF HURON
 NE0870'CHURCH LINE, 15.5 METERS (50.8 FEET) NORTHEAST OF A CHAIN LINK
 NE0870'FENCE, AND 23.5 METERS (77.0 FEET) SOUTHEAST OF THE SOUTH CORNER
 NE0870'OF THE MOST EASTERLY OF 4 CONCRETE FOUNDATIONS OF A SQUARE
 NE0870'STREET STRUCTURE SUPPORTING THE BRIDGE.
 NE0870'NOTE-DEPTH OF ROD AND SLEEVE UNKNOWN.
 NE0870'THE MARK IS 0.13 M BELOW GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NC0907 ***********************************************************************
 NC0907  DESIGNATION -  71U032
 NC0907  PID         -  NC0907
 NC0907  STATE/COUNTY-  ON/NIAGARA
 NC0907  COUNTRY     -  CANADA
 NC0907  NTS MAPSHEET-  WELLAND (2020)
 NC0907
 NC0907                         *CURRENT SURVEY CONTROL
 NC0907  ______________________________________________________________________
 NC0907* NAD 83(1986) POSITION- 42 52 24.     (N) 079 15 11.     (W)   SCALED
 NC0907* NAVD 88 ORTHO HEIGHT -   175.967 (meters)      577.32  (feet) ADJUSTED
 NC0907  ______________________________________________________________________
 NC0907  GEOID HEIGHT    -        -36.129 (meters)                     EGM08
 NC0907  DYNAMIC HEIGHT  -        175.921 (meters)      577.17  (feet) COMP
 NC0907  MODELED GRAVITY -    980,352.6   (mgal)                       NAVD 88
 NC0907
 NC0907  VERT ORDER      -  FIRST     CLASS II
 NC0907
 NC0907.The positional and height information provided upon this datasheet are not
 NC0907.officially recognized by the Government of Canada, provincial governments
 NC0907.within Canada, nor are they intended to replace or substitute for them.
 NC0907.The intent of sharing this data is to allow access to positions or heights
 NC0907.recognized by the United States Government. Passive control that is used by
 NC0907.both nations may share the same or similar designations or descriptions but
 NC0907.do not share official positions or heights. The 'Station Description' may
 NC0907.originate from a Canadian 'Station Report' and if so contains information
 NC0907.licensed under the 'Open Government License - Canada'.
 NC0907
 NC0907.The horizontal coordinates were scaled from a map and have
 NC0907.an estimated accuracy of +/- 6 seconds.
 NC0907
 NC0907.The orthometric height was determined by differential leveling and
 NC0907.adjusted by the NATIONAL GEODETIC SURVEY
 NC0907.in June 1991.
 NC0907
 NC0907.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC0907
 NC0907.Click photographs - Photos may exist for this station.
 NC0907
 NC0907.The dynamic height is computed by dividing the NAVD 88
 NC0907.geopotential number by the normal gravity value computed on the
 NC0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0907.degrees latitude (g = 980.6199 gals.).
 NC0907
 NC0907.The modeled gravity was interpolated from observed gravity values.
 NC0907
 NC0907
 NC0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH426482(NAD 83)
 NC0907
 NC0907                          SUPERSEDED SURVEY CONTROL
 NC0907
 NC0907.No superseded survey control is available for this station.
 NC0907
 NC0907_MARKER: DD = SURVEY DISK
 NC0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0907_STAMPING: 71 U 032
 NC0907_MARK LOGO: GSC
 NC0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0907+STABILITY: SURFACE MOTION
 NC0907
 NC0907  HISTORY     - Date     Condition        Report By
 NC0907  HISTORY     - 1971     MONUMENTED       GSC
 NC0907  HISTORY     - 1980     GOOD             NOSOMA
 NC0907
 NC0907                          STATION DESCRIPTION
 NC0907
 NC0907'DESCRIBED BY NOS OCEANOG + MARINE 1980
 NC0907'IN PORT COLBORNE.
 NC0907'THIS BENCH MARK IS AT THE WATER LEVEL MONITORING STATION IN PORT
 NC0907'COLBORNE, ONTARIO, CANADA.  HEIGHT ABOVE NAVD88 IS AVAILABLE FROM
 NC0907'GEODETIC SURVEY OF CANADA.  HEIGHT ABOVE IGLD80 IS AVAILABLE FROM THE
 NC0907'CANADIAN HYDROGRAPHIC SERVICE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NE0861 ***********************************************************************
 NE0861  DESIGNATION -  71U116
 NE0861  PID         -  NE0861
 NE0861  STATE/COUNTY-  ON/ESSEX
 NE0861  COUNTRY     -  CANADA
 NE0861  NTS MAPSHEET-  AMHERSTBURG (2020)
 NE0861
 NE0861                         *CURRENT SURVEY CONTROL
 NE0861  ______________________________________________________________________
 NE0861* NAD 83(1986) POSITION- 42 07 16.0    (N) 083 06 42.2    (W)   HD_HELD2
 NE0861* NAVD 88 ORTHO HEIGHT -   182.752 (meters)      599.58  (feet) ADJUSTED
 NE0861  ______________________________________________________________________
 NE0861  GEOID HEIGHT    -        -35.397 (meters)                     EGM08
 NE0861  DYNAMIC HEIGHT  -        182.692 (meters)      599.38  (feet) COMP
 NE0861  MODELED GRAVITY -    980,290.2   (mgal)                       NAVD 88
 NE0861
 NE0861  VERT ORDER      -  FIRST     CLASS II
 NE0861
 NE0861.The positional and height information provided upon this datasheet are not
 NE0861.officially recognized by the Government of Canada, provincial governments
 NE0861.within Canada, nor are they intended to replace or substitute for them.
 NE0861.The intent of sharing this data is to allow access to positions or heights
 NE0861.recognized by the United States Government. Passive control that is used by
 NE0861.both nations may share the same or similar designations or descriptions but
 NE0861.do not share official positions or heights. The 'Station Description' may
 NE0861.originate from a Canadian 'Station Report' and if so contains information
 NE0861.licensed under the 'Open Government License - Canada'.
 NE0861
 NE0861.The horizontal coordinates were established by autonomous hand held GPS
 NE0861.observations and have an estimated accuracy of +/- 10 meters.
 NE0861
 NE0861.The orthometric height was determined by differential leveling and
 NE0861.adjusted by the NATIONAL GEODETIC SURVEY
 NE0861.in June 1991.
 NE0861
 NE0861.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0861
 NE0861.Click photographs - Photos may exist for this station.
 NE0861
 NE0861.The dynamic height is computed by dividing the NAVD 88
 NE0861.geopotential number by the normal gravity value computed on the
 NE0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0861.degrees latitude (g = 980.6199 gals.).
 NE0861
 NE0861.The modeled gravity was interpolated from observed gravity values.
 NE0861
 NE0861
 NE0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2544065381(NAD 83)
 NE0861
 NE0861                          SUPERSEDED SURVEY CONTROL
 NE0861
 NE0861  NGVD 29 (11/26/84)  182.922  (m)          600.14   (f) ADJUSTED    1 2
 NE0861
 NE0861.Superseded values are not recommended for survey control.
 NE0861
 NE0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0861.See file dsdata.pdf to determine how the superseded data were derived.
 NE0861
 NE0861_MARKER: I = METAL ROD
 NE0861_SETTING: 58 = GALVANIZED STEEL ROD IN SLEEVE (10 FT.+)
 NE0861_STAMPING: 71 U 166
 NE0861_MARK LOGO: GSC
 NE0861_PROJECTION: RECESSED 18 CENTIMETERS
 NE0861_MAGNETIC: I = MARKER IS A STEEL ROD
 NE0861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0861+SATELLITE: SATELLITE OBSERVATIONS - 1971
 NE0861
 NE0861  HISTORY     - Date     Condition        Report By
 NE0861  HISTORY     - UNK      MONUMENTED       GSC
 NE0861  HISTORY     - 1971     GOOD             GSC
 NE0861  HISTORY     - 1980     GOOD             NGS
 NE0861
 NE0861                          STATION DESCRIPTION
 NE0861
 NE0861'DESCRIBED BY GEODETIC SURVEY OF CANADA 1971 (UNK)
 NE0861'RECOVERED IN GOOD CONDITION.
 NE0861
 NE0861                          STATION RECOVERY (1980)
 NE0861
 NE0861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0861'2.2 KM NORTH FROM AMHERSTBURG.
 NE0861'2.2 KILOMETERS (1.4 MILES) NORTH ALONG CANADIAN HIGHWAY 18 FROM
 NE0861'THE MUNICIPAL BUILDING IN AMHERSTBURG, SET UNDER A 12-INCH METAL
 NE0861'MANHOLE COVER IN THE FRONT LAWN OF THE ALLIED CHEMICAL PLANT, EAST
 NE0861'AND IN LINE WITH THE 3-FOOT HIGH STONE BRICK PLANTER ENCASSING THE
 NE0861'PLANT SIGN (ALLIED CHEMICAL AMHERSTBURG PLANT) WHICH IS BETWEEN
 NE0861'THE 2 ENTRANCE ROADS TO THE PLANT, 18.2 METERS (60 FEET) NORTH OF
 NE0861'THE NORTH CURB OF THE MAIN ENTRANCE DRIVE TO THE PLANT, 17.6 METERS
 NE0861'(57.6 FEET) EAST OF THE EAST EDGE OF THE SIDEWALK OF HIGHWAY 18,
 NE0861'AND 5.49 METERS (18 FEET) EAST OF THE EAST FACE OF THE STONE BRICK
 NE0861'PLANTER ENCASSING THE PLANTS SIGN.
 NE0861'NOTE-UNKNOWN ROD DEPTH OR SLEEVE.
 NE0861'THE MARK IS ABOVE LEVEL WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TY2540 ***********************************************************************
 TY2540  HT_MOD      -  This is a Height Modernization Survey Station.
 TY2540  DESIGNATION -  71U117
 TY2540  PID         -  TY2540
 TY2540  STATE/COUNTY-  ON/ESSEX
 TY2540  COUNTRY     -  CANADA
 TY2540  NTS MAPSHEET-  AMHERSTBURG (2020)
 TY2540
 TY2540                         *CURRENT SURVEY CONTROL
 TY2540  ______________________________________________________________________
 TY2540* NAD 83(2011) POSITION- 42 08 39.34112(N) 083 06 50.10628(W)   ADJUSTED
 TY2540* NAD 83(2011) ELLIP HT-   140.990 (meters)        (06/27/12)   ADJUSTED
 TY2540* NAD 83(2011) EPOCH   -  2010.00
 TY2540* NAVD 88 ORTHO HEIGHT -   175.82  (meters)      576.8   (feet) GPS OBS
 TY2540  ______________________________________________________________________
 TY2540  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 TY2540  GEOID HEIGHT    -        -34.827 (meters)                     GEOID12B
 TY2540  GEOID HEIGHT    -        -35.342 (meters)                     EGM08
 TY2540  NAD 83(2011) X  -    567,869.849 (meters)                     COMP
 TY2540  NAD 83(2011) Y  - -4,702,200.721 (meters)                     COMP
 TY2540  NAD 83(2011) Z  -  4,257,592.928 (meters)                     COMP
 TY2540
 TY2540  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 TY2540  Standards:
 TY2540         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 TY2540            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 TY2540  -------------------------------------------------------------------
 TY2540  NETWORK    0.33   0.80           0.15   0.12   0.41     -0.01236600
 TY2540  -------------------------------------------------------------------
 TY2540  Click here for local accuracies and other accuracy information.
 TY2540
 TY2540.The positional and height information provided upon this datasheet are not
 TY2540.officially recognized by the Government of Canada, provincial governments
 TY2540.within Canada, nor are they intended to replace or substitute for them.
 TY2540.The intent of sharing this data is to allow access to positions or heights
 TY2540.recognized by the United States Government. Passive control that is used by
 TY2540.both nations may share the same or similar designations or descriptions but
 TY2540.do not share official positions or heights. The 'Station Description' may
 TY2540.originate from a Canadian 'Station Report' and if so contains information
 TY2540.licensed under the 'Open Government License - Canada'.
 TY2540
 TY2540.The horizontal coordinates were established by GPS observations
 TY2540.and adjusted by the National Geodetic Survey in June 2012.
 TY2540
 TY2540.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 TY2540.been affixed to the stable North American tectonic plate. See 
 TY2540.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 TY2540
 TY2540.The horizontal coordinates are valid at the epoch date displayed above
 TY2540.which is a decimal equivalence of Year/Month/Day.
 TY2540
 TY2540.The orthometric height was determined by GPS observations and a
 TY2540.high-resolution geoid model using precise GPS observation and
 TY2540.processing techniques.
 TY2540
 TY2540.Significant digits in the geoid height do not necessarily reflect accuracy.
 TY2540
 TY2540.Click photographs - Photos may exist for this station.
 TY2540
 TY2540.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TY2540
 TY2540.The ellipsoidal height was determined by GPS observations
 TY2540.and is referenced to NAD 83.
 TY2540
 TY2540. The following values were computed from the NAD 83(2011) position.
 TY2540
 TY2540;                    North         East     Units Scale Factor Converg.
 TY2540;UTM  17      - 4,667,956.323   325,322.270   MT  0.99997545   -1 25 07.7
 TY2540
 TY2540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TY2540!UTM  17      -   0.99997789  x   0.99997545  =   0.99995334
 TY2540
 TY2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2532267956(NAD 83)
 TY2540
 TY2540                          SUPERSEDED SURVEY CONTROL
 TY2540
 TY2540  NAD 83(2007)-  42 08 39.34122(N)    083 06 50.10690(W) AD(2002.00) A
 TY2540  ELLIP H (10/11/07)  140.998  (m)                       GP(2002.00) 4 2
 TY2540  NAVD 88 (08/23/11)  175.8    (m)  GEOID09  model used  GPS OBS        
 TY2540  NAVD 88 (10/11/07)  175.9    (m)  GEOID03  model used  GPS OBS        
 TY2540
 TY2540.Superseded values are not recommended for survey control.
 TY2540
 TY2540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TY2540.See file dsdata.pdf to determine how the superseded data were derived.
 TY2540
 TY2540_MARKER: DD = SURVEY DISK
 TY2540_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TY2540_SP_SET: CONCRETE CULVERT
 TY2540_STAMPING: 71U117
 TY2540_MARK LOGO: GSC
 TY2540_MAGNETIC: N = NO MAGNETIC MATERIAL
 TY2540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TY2540+STABILITY: SURFACE MOTION
 TY2540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TY2540+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2015
 TY2540
 TY2540  HISTORY     - Date     Condition        Report By
 TY2540  HISTORY     - 1981     MONUMENTED       GSC
 TY2540  HISTORY     - 2005     GOOD             CADNR
 TY2540  HISTORY     - 20100608 GOOD             CADNR
 TY2540  HISTORY     - 20150812 GOOD             CADNR
 TY2540
 TY2540                          STATION DESCRIPTION
 TY2540
 TY2540'DESCRIBED BY CANADIAN DEPT NAT RES 2005 (JS)
 TY2540'AMHERSTBURG.  CONCRETE CULVERT UNDER HIGHWAY 18, AT INTERSECTION WITH
 TY2540'ESSEX COUNTY ROAD 10, 4.9 KM (3.0 MI) NORTH OF INTERSECTION WITH
 TY2540'RICHMOND STREET, IMMEDIATELY SOUTH OF WYANDOTTE INDIAN CEMETERY,
 TY2540'TABLET IN THE TOP OF CULVERT, 30 CM (12 INCHES) EAST OF WEST END, 21
 TY2540'CM (8 INCHES) NORTH OF SOUTH EDGE OF CULVERT.  ORGANIZATION LOGO AND
 TY2540'DISK STAMPING WERE NOT REPORTED.
 TY2540'
 TY2540'FOR ADDITIONAL INFORMATION CONTACT NATURAL RESOURCES CANADA, GEODETIC
 TY2540'SURVEY DIVISION, 615 BOOTH STREET, OTTAWA, ONTARIO.
 TY2540
 TY2540                          STATION RECOVERY (2010)
 TY2540
 TY2540'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2010 (JS)
 TY2540'RECOVERED AS DESCRIBED.
 TY2540
 TY2540                          STATION RECOVERY (2015)
 TY2540
 TY2540'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2015 (RJS)
 TY2540'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NE0875 ***********************************************************************
 NE0875  DESIGNATION -  71U124
 NE0875  PID         -  NE0875
 NE0875  STATE/COUNTY-  ON/ESSEX
 NE0875  COUNTRY     -  CANADA
 NE0875  NTS MAPSHEET-  WINDSOR (2020)
 NE0875
 NE0875                         *CURRENT SURVEY CONTROL
 NE0875  ______________________________________________________________________
 NE0875* NAD 83(1986) POSITION- 42 18 06.5    (N) 083 04 31.2    (W)   HD_HELD2
 NE0875* NAVD 88 ORTHO HEIGHT -   182.322 (meters)      598.17  (feet) ADJUSTED
 NE0875  ______________________________________________________________________
 NE0875  GEOID HEIGHT    -        -35.063 (meters)                     EGM08
 NE0875  DYNAMIC HEIGHT  -        182.268 (meters)      597.99  (feet) COMP
 NE0875  MODELED GRAVITY -    980,318.5   (mgal)                       NAVD 88
 NE0875
 NE0875  VERT ORDER      -  FIRST     CLASS II
 NE0875
 NE0875.The positional and height information provided upon this datasheet are not
 NE0875.officially recognized by the Government of Canada, provincial governments
 NE0875.within Canada, nor are they intended to replace or substitute for them.
 NE0875.The intent of sharing this data is to allow access to positions or heights
 NE0875.recognized by the United States Government. Passive control that is used by
 NE0875.both nations may share the same or similar designations or descriptions but
 NE0875.do not share official positions or heights. The 'Station Description' may
 NE0875.originate from a Canadian 'Station Report' and if so contains information
 NE0875.licensed under the 'Open Government License - Canada'.
 NE0875
 NE0875.The horizontal coordinates were established by autonomous hand held GPS
 NE0875.observations and have an estimated accuracy of +/- 10 meters.
 NE0875
 NE0875.The orthometric height was determined by differential leveling and
 NE0875.adjusted by the NATIONAL GEODETIC SURVEY
 NE0875.in June 1991.
 NE0875
 NE0875.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0875
 NE0875.Click photographs - Photos may exist for this station.
 NE0875
 NE0875.The dynamic height is computed by dividing the NAVD 88
 NE0875.geopotential number by the normal gravity value computed on the
 NE0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0875.degrees latitude (g = 980.6199 gals.).
 NE0875
 NE0875.The modeled gravity was interpolated from observed gravity values.
 NE0875
 NE0875
 NE0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2893685371(NAD 83)
 NE0875
 NE0875                          SUPERSEDED SURVEY CONTROL
 NE0875
 NE0875  NGVD 29 (11/26/84)  182.497  (m)          598.74   (f) ADJUSTED    1 2
 NE0875
 NE0875.Superseded values are not recommended for survey control.
 NE0875
 NE0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0875.See file dsdata.pdf to determine how the superseded data were derived.
 NE0875
 NE0875_MARKER: DB = BENCH MARK DISK
 NE0875_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NE0875+WITH SETTING: PAVEMENT
 NE0875_SP_SET: PLATFORM
 NE0875_STAMPING: 71 U 124 OTTAWA
 NE0875_MARK LOGO: CGS
 NE0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0875+STABILITY: SURFACE MOTION
 NE0875_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0875+SATELLITE: SATELLITE OBSERVATIONS - 1971
 NE0875
 NE0875  HISTORY     - Date     Condition        Report By
 NE0875  HISTORY     - 1972     MONUMENTED       GSC
 NE0875  HISTORY     - 1971     GOOD             GSC
 NE0875  HISTORY     - 1980     GOOD             NGS
 NE0875
 NE0875                          STATION DESCRIPTION
 NE0875
 NE0875'DESCRIBED BY GEODETIC SURVEY OF CANADA 1971 (UNK)
 NE0875'THE TABLET IS LOCATED ABOUT 167.8 KM (104.3 MI) WEST-SOUTHWEST OF
 NE0875'LONDON, 92.1 KM (57.2 MI) SOUTHWEST OF SARNIA, 75.8 KM (47.1 MI) WEST
 NE0875'OF CHATHAM-KENT AND IN WINDSOR.
 NE0875'
 NE0875'THE TABLET IS LOCATED AT THE SANDWICH STREET POST OFFICE AT SOUTH EAST
 NE0875'CORNER OF SANDWICH STREET AND MILL STREET.
 NE0875'
 NE0875'THE TABLET IS FOUND IN NORTH FACE OF CONCRETE STAIRWAY AT REAR OF
 NE0875'BUILDING, 96 CM (38 INCHES) BELOW TOP OF STAIRWAY AND 27 CM (11
 NE0875'INCHES) WEST OF EAST END OF THE STAIRWAY.
 NE0875
 NE0875                          STATION RECOVERY (1980)
 NE0875
 NE0875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0875'IN WINDSOR.
 NE0875'IN WINDSOR, AT THE INTERSECTION OF SANDWICH STREET AND MILL ROAD,
 NE0875'SET VERTICALLY IN THE NORTHEAST FACE OF PLATFORM OF THE SOUTHEAST
 NE0875'ENTRANCE TO THE SANDWICH STREET POST OFFICE AT THE CORNER OF MILL
 NE0875'STREET, 5.9 METERS (19.4 FEET) SOUTHWEST OF SOUTHWEST CURB OF MILL
 NE0875'STREET,30.5 METERS (100.0 FEET) SOUTHEAST OF CENTER LINE OF SANDWICH
 NE0875'STREET, 0.3 METER (1.0 FOOT) NORTHWEST OF THE EAST CORNER OF PLATFORM.
 NE0875'THE MARK IS 0.2 M ABOVE SIDEWALK..
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 ND0176 ***********************************************************************
 ND0176  DESIGNATION -  72U108
 ND0176  PID         -  ND0176
 ND0176  STATE/COUNTY-  ON/HURON
 ND0176  COUNTRY     -  CANADA
 ND0176  NTS MAPSHEET-  GODERICH (2020)
 ND0176
 ND0176                         *CURRENT SURVEY CONTROL
 ND0176  ______________________________________________________________________
 ND0176* NAD 83(1986) POSITION- 43 44 36.     (N) 081 43 00.     (W)   SCALED
 ND0176* NAVD 88 ORTHO HEIGHT -   184.312 (meters)      604.70  (feet) ADJUSTED
 ND0176  ______________________________________________________________________
 ND0176  GEOID HEIGHT    -        -36.039 (meters)                     EGM08
 ND0176  DYNAMIC HEIGHT  -        184.277 (meters)      604.58  (feet) COMP
 ND0176  MODELED GRAVITY -    980,429.1   (mgal)                       NAVD 88
 ND0176
 ND0176  VERT ORDER      -  FIRST     CLASS II
 ND0176
 ND0176.The positional and height information provided upon this datasheet are not
 ND0176.officially recognized by the Government of Canada, provincial governments
 ND0176.within Canada, nor are they intended to replace or substitute for them.
 ND0176.The intent of sharing this data is to allow access to positions or heights
 ND0176.recognized by the United States Government. Passive control that is used by
 ND0176.both nations may share the same or similar designations or descriptions but
 ND0176.do not share official positions or heights. The 'Station Description' may
 ND0176.originate from a Canadian 'Station Report' and if so contains information
 ND0176.licensed under the 'Open Government License - Canada'.
 ND0176
 ND0176.The horizontal coordinates were scaled from a map and have
 ND0176.an estimated accuracy of +/- 6 seconds.
 ND0176
 ND0176.The orthometric height was determined by differential leveling and
 ND0176.adjusted by the NATIONAL GEODETIC SURVEY
 ND0176.in June 1991.
 ND0176
 ND0176.Significant digits in the geoid height do not necessarily reflect accuracy.
 ND0176
 ND0176.Click photographs - Photos may exist for this station.
 ND0176
 ND0176.The dynamic height is computed by dividing the NAVD 88
 ND0176.geopotential number by the normal gravity value computed on the
 ND0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0176.degrees latitude (g = 980.6199 gals.).
 ND0176
 ND0176.The modeled gravity was interpolated from observed gravity values.
 ND0176
 ND0176
 ND0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMJ422436(NAD 83)
 ND0176
 ND0176                          SUPERSEDED SURVEY CONTROL
 ND0176
 ND0176.No superseded survey control is available for this station.
 ND0176
 ND0176_MARKER: DD = SURVEY DISK
 ND0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ND0176_STAMPING: 72U108
 ND0176_MARK LOGO: GSC
 ND0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ND0176+STABILITY: SURFACE MOTION
 ND0176
 ND0176  HISTORY     - Date     Condition        Report By
 ND0176  HISTORY     - 1972     MONUMENTED       GSC
 ND0176  HISTORY     - 1980     GOOD             NOSOMA
 ND0176
 ND0176                          STATION DESCRIPTION
 ND0176
 ND0176'DESCRIBED BY NOS OCEANOG + MARINE 1980
 ND0176'IN GODERICH.
 ND0176'THIS BENCH MARK IS AT THE WATER LEVEL MONITORING STATION IN GODERICH,
 ND0176'ONTARIO, CANADA.  HEIGHT ABOVE NAVD88 IS AVAILABLE FROM THE GEODETIC
 ND0176'SURVEY OF CANADA, AND ABOVE IGLD80 FROM THE CANADIAN HYDROGRAPHIC
 ND0176'SERVICE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 SZ0019 ***********************************************************************
 SZ0019  DESIGNATION -  73U027
 SZ0019  PID         -  SZ0019
 SZ0019  STATE/COUNTY-  ON/THUNDER BAY
 SZ0019  COUNTRY     -  CANADA
 SZ0019  NTS MAPSHEET-  PIGEON RIVER (2020)
 SZ0019
 SZ0019                         *CURRENT SURVEY CONTROL
 SZ0019  ______________________________________________________________________
 SZ0019* NAD 83(1986) POSITION- 48 00 25.02   (N) 089 35 10.38   (W)   HD_HELD1
 SZ0019* NAVD 88 ORTHO HEIGHT -   196.709 (meters)      645.37  (feet) ADJUSTED
 SZ0019  ______________________________________________________________________
 SZ0019  GEOID HEIGHT    -        -34.422 (meters)                     EGM08
 SZ0019  DYNAMIC HEIGHT  -        196.747 (meters)      645.49  (feet) COMP
 SZ0019  MODELED GRAVITY -    980,797.7   (mgal)                       NAVD 88
 SZ0019
 SZ0019  VERT ORDER      -  FIRST     CLASS II
 SZ0019
 SZ0019.The positional and height information provided upon this datasheet are not
 SZ0019.officially recognized by the Government of Canada, provincial governments
 SZ0019.within Canada, nor are they intended to replace or substitute for them.
 SZ0019.The intent of sharing this data is to allow access to positions or heights
 SZ0019.recognized by the United States Government. Passive control that is used by
 SZ0019.both nations may share the same or similar designations or descriptions but
 SZ0019.do not share official positions or heights. The 'Station Description' may
 SZ0019.originate from a Canadian 'Station Report' and if so contains information
 SZ0019.licensed under the 'Open Government License - Canada'.
 SZ0019
 SZ0019.The horizontal coordinates were determined by differentially corrected
 SZ0019.hand held GPS observations or other comparable positioning techniques
 SZ0019.and have an estimated accuracy of +/- 3 meters.
 SZ0019
 SZ0019.The orthometric height was determined by differential leveling and
 SZ0019.adjusted by the NATIONAL GEODETIC SURVEY
 SZ0019.in June 1991.
 SZ0019
 SZ0019.Significant digits in the geoid height do not necessarily reflect accuracy.
 SZ0019
 SZ0019.Click photographs - Photos may exist for this station.
 SZ0019
 SZ0019.The dynamic height is computed by dividing the NAVD 88
 SZ0019.geopotential number by the normal gravity value computed on the
 SZ0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SZ0019.degrees latitude (g = 980.6199 gals.).
 SZ0019
 SZ0019.The modeled gravity was interpolated from observed gravity values.
 SZ0019
 SZ0019
 SZ0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16UCU0711220309(NAD 83)
 SZ0019
 SZ0019                          SUPERSEDED SURVEY CONTROL
 SZ0019
 SZ0019.No superseded survey control is available for this station.
 SZ0019
 SZ0019_MARKER: DB = BENCH MARK DISK
 SZ0019_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SZ0019_SP_SET: BRIDGE ABUTMENT
 SZ0019_STAMPING: 73U027
 SZ0019_MARK LOGO: GSC
 SZ0019_MAGNETIC: N = NO MAGNETIC MATERIAL
 SZ0019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SZ0019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SZ0019+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2011
 SZ0019
 SZ0019  HISTORY     - Date     Condition        Report By
 SZ0019  HISTORY     - 19730401 MONUMENTED       GSC
 SZ0019  HISTORY     - 1979     GOOD             NGS
 SZ0019  HISTORY     - 20110619 GOOD             MNDT
 SZ0019
 SZ0019                          STATION DESCRIPTION
 SZ0019
 SZ0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SZ0019'0.6 MI NORTH FROM PIGEON RIVER.
 SZ0019'0.6 MILE NORTH ALONG KINGS HIGHWAY 61 FROM THE INTERNATIONAL BRIDGE
 SZ0019'IN PIGEON RIVER, IN THE SOUTHEAST ABUTMENT OF A SMALL CONCRETE
 SZ0019'BRIDGE, 22.0 FT. SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 SZ0019
 SZ0019                          STATION RECOVERY (2011)
 SZ0019
 SZ0019'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (ETK)
 SZ0019'0.6 MI (1.0 KM) NORTH FROM PIGEON RIVER, 0.6 MI (1.0 KM) NORTH ALONG
 SZ0019'KINGS HIGHWAY 61 FROM THE INTERNATIONAL BRIDGE IN PIGEON RIVER, IN THE
 SZ0019'SOUTHWEST ABUTMENT OF A SMALL CONCRETE BRIDGE, 22.0 FT (6.7 M)
 SZ0019'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 SZ0020 ***********************************************************************
 SZ0020  DESIGNATION -  73U028
 SZ0020  PID         -  SZ0020
 SZ0020  STATE/COUNTY-  ON/THUNDER BAY
 SZ0020  COUNTRY     -  CANADA
 SZ0020  NTS MAPSHEET-  PIGEON RIVER (2020)
 SZ0020
 SZ0020                         *CURRENT SURVEY CONTROL
 SZ0020  ______________________________________________________________________
 SZ0020* NAD 83(1986) POSITION- 48 00 11.22   (N) 089 34 51.24   (W)   HD_HELD1
 SZ0020* NAVD 88 ORTHO HEIGHT -   190.819 (meters)      626.05  (feet) ADJUSTED
 SZ0020  ______________________________________________________________________
 SZ0020  GEOID HEIGHT    -        -34.427 (meters)                     EGM08
 SZ0020  DYNAMIC HEIGHT  -        190.856 (meters)      626.17  (feet) COMP
 SZ0020  MODELED GRAVITY -    980,803.1   (mgal)                       NAVD 88
 SZ0020
 SZ0020  VERT ORDER      -  FIRST     CLASS II
 SZ0020
 SZ0020.The positional and height information provided upon this datasheet are not
 SZ0020.officially recognized by the Government of Canada, provincial governments
 SZ0020.within Canada, nor are they intended to replace or substitute for them.
 SZ0020.The intent of sharing this data is to allow access to positions or heights
 SZ0020.recognized by the United States Government. Passive control that is used by
 SZ0020.both nations may share the same or similar designations or descriptions but
 SZ0020.do not share official positions or heights. The 'Station Description' may
 SZ0020.originate from a Canadian 'Station Report' and if so contains information
 SZ0020.licensed under the 'Open Government License - Canada'.
 SZ0020
 SZ0020.The horizontal coordinates were determined by differentially corrected
 SZ0020.hand held GPS observations or other comparable positioning techniques
 SZ0020.and have an estimated accuracy of +/- 3 meters.
 SZ0020
 SZ0020.The orthometric height was determined by differential leveling and
 SZ0020.adjusted by the NATIONAL GEODETIC SURVEY
 SZ0020.in June 1991.
 SZ0020
 SZ0020.Significant digits in the geoid height do not necessarily reflect accuracy.
 SZ0020
 SZ0020.Click photographs - Photos may exist for this station.
 SZ0020
 SZ0020.The dynamic height is computed by dividing the NAVD 88
 SZ0020.geopotential number by the normal gravity value computed on the
 SZ0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SZ0020.degrees latitude (g = 980.6199 gals.).
 SZ0020
 SZ0020.The modeled gravity was interpolated from observed gravity values.
 SZ0020
 SZ0020
 SZ0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16UCU0749419869(NAD 83)
 SZ0020
 SZ0020                          SUPERSEDED SURVEY CONTROL
 SZ0020
 SZ0020.No superseded survey control is available for this station.
 SZ0020
 SZ0020_MARKER: DB = BENCH MARK DISK
 SZ0020_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SZ0020_SP_SET: WALL
 SZ0020_STAMPING: 73U028
 SZ0020_MARK LOGO: GSC
 SZ0020_MAGNETIC: N = NO MAGNETIC MATERIAL
 SZ0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SZ0020+STABILITY: SURFACE MOTION
 SZ0020_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SZ0020+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2011
 SZ0020
 SZ0020  HISTORY     - Date     Condition        Report By
 SZ0020  HISTORY     - 19730401 MONUMENTED       GSC
 SZ0020  HISTORY     - 1979     GOOD             NGS
 SZ0020  HISTORY     - 1988     GOOD             CADNR
 SZ0020  HISTORY     - 20110619 GOOD             MNDT
 SZ0020
 SZ0020                          STATION DESCRIPTION
 SZ0020
 SZ0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SZ0020'IN PIGEON RIVER.
 SZ0020'IN PIGEON RIVER, 0.2 MILE NORTH ALONG KINGS HIGHWAY 61 FROM THE
 SZ0020'INTERNATIONAL BRIDGE, IN THE WEST FACE OF THE CANADIAN CUSTOM
 SZ0020'WAREHOUSE, 0.8 FT. NORTH OF THE SOUTHWEST CORNER OF THE BUILDING,
 SZ0020'3.2 FT. BELOW THE BOTTOM OF THE BRICK WORK OF THE BUILDING.
 SZ0020'THE MARK IS 1.5 FT ABOVE THE GROUND.
 SZ0020
 SZ0020                          STATION RECOVERY (1988)
 SZ0020
 SZ0020'RECOVERY NOTE BY CANADIAN DEPT NAT RES 1988 (UNK)
 SZ0020'RECOVERED IN GOOD CONDITION.
 SZ0020
 SZ0020                          STATION RECOVERY (2011)
 SZ0020
 SZ0020'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (ETK)
 SZ0020'IN PIGEON RIVER, 0.2 MI (0.3 KM) NORTH ALONG KINGS HIGHWAY 61 FROM THE
 SZ0020'INTERNATIONAL BRIDGE, IN THE WEST FACE OF THE CANADIAN CUSTOM
 SZ0020'WAREHOUSE, 0.8 FT (24 CM) NORTH OF THE SOUTHWEST CORNER OF THE
 SZ0020'BUILDING, 3.2 FT (1.0 M) BELOW THE BOTTOM OF THE BRICK WORK OF THE
 SZ0020'BUILDING, 1.5 FT (0.5 M) ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 SZ0015 ***********************************************************************
 SZ0015  DESIGNATION -  73U029
 SZ0015  PID         -  SZ0015
 SZ0015  STATE/COUNTY-  ON/THUNDER BAY
 SZ0015  COUNTRY     -  CANADA
 SZ0015  NTS MAPSHEET-  PIGEON RIVER (2020)
 SZ0015
 SZ0015                         *CURRENT SURVEY CONTROL
 SZ0015  ______________________________________________________________________
 SZ0015* NAD 83(1986) POSITION- 48 00 45.7    (N) 089 36 59.3    (W)   HD_HELD2
 SZ0015* NAVD 88 ORTHO HEIGHT -   242.821 (meters)      796.66  (feet) ADJUSTED
 SZ0015  ______________________________________________________________________
 SZ0015  GEOID HEIGHT    -        -34.341 (meters)                     EGM08
 SZ0015  DYNAMIC HEIGHT  -        242.867 (meters)      796.81  (feet) COMP
 SZ0015  MODELED GRAVITY -    980,794.5   (mgal)                       NAVD 88
 SZ0015
 SZ0015  VERT ORDER      -  FIRST     CLASS II
 SZ0015
 SZ0015.The positional and height information provided upon this datasheet are not
 SZ0015.officially recognized by the Government of Canada, provincial governments
 SZ0015.within Canada, nor are they intended to replace or substitute for them.
 SZ0015.The intent of sharing this data is to allow access to positions or heights
 SZ0015.recognized by the United States Government. Passive control that is used by
 SZ0015.both nations may share the same or similar designations or descriptions but
 SZ0015.do not share official positions or heights. The 'Station Description' may
 SZ0015.originate from a Canadian 'Station Report' and if so contains information
 SZ0015.licensed under the 'Open Government License - Canada'.
 SZ0015
 SZ0015.The horizontal coordinates were established by autonomous hand held GPS
 SZ0015.observations and have an estimated accuracy of +/- 10 meters.
 SZ0015
 SZ0015.The orthometric height was determined by differential leveling and
 SZ0015.adjusted by the NATIONAL GEODETIC SURVEY
 SZ0015.in June 1991.
 SZ0015
 SZ0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 SZ0015
 SZ0015.Click photographs - Photos may exist for this station.
 SZ0015
 SZ0015.The dynamic height is computed by dividing the NAVD 88
 SZ0015.geopotential number by the normal gravity value computed on the
 SZ0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SZ0015.degrees latitude (g = 980.6199 gals.).
 SZ0015
 SZ0015.The modeled gravity was interpolated from observed gravity values.
 SZ0015
 SZ0015
 SZ0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16UCU0487721023(NAD 83)
 SZ0015
 SZ0015                          SUPERSEDED SURVEY CONTROL
 SZ0015
 SZ0015.No superseded survey control is available for this station.
 SZ0015
 SZ0015_MARKER: DB = BENCH MARK DISK
 SZ0015_SETTING: 66 = SET IN ROCK OUTCROP
 SZ0015_STAMPING: 73U029
 SZ0015_MARK LOGO: CADNR
 SZ0015_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SZ0015+STABILITY: POSITION/ELEVATION WELL
 SZ0015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SZ0015+SATELLITE: SATELLITE OBSERVATIONS - 1988
 SZ0015
 SZ0015  HISTORY     - Date     Condition        Report By
 SZ0015  HISTORY     - 1973     MONUMENTED       GSC
 SZ0015  HISTORY     - 19790914 GOOD             NGS
 SZ0015  HISTORY     - 1988     GOOD             GSC
 SZ0015
 SZ0015                          STATION DESCRIPTION
 SZ0015
 SZ0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (VDN)
 SZ0015'3.5 MI NW FROM PIGEON RIVER.
 SZ0015'2.0 MILES NORTH ALONG KINGS HIGHWAY 61 FROM THE INTERNATIONAL BRIDGE
 SZ0015'IN PIGEON RIVER, THENCE 1.5 MILES SOUTHWEST ALONG ONTARIO HIGHWAY 593,
 SZ0015'AT THE HEAD OF MIDDLE FALLS, AT A SMALL WHITE HOUSE, ON THE NORTHWEST
 SZ0015'BANK OF THE PIGEON RIVER, 24.0 FT. NORTH OF THE SOUTH EDGE OF THE
 SZ0015'BEDROCK, 20.0 FT. SOUTH OF THE NORTH EDGE OF THE BEDROCK, 19.6 FT.
 SZ0015'NORTHEAST OF BENCH MARK 1347 A USGS.
 SZ0015'THE MARK IS 0.9 FT  W FROM A WITNESS POST.
 SZ0015
 SZ0015                          STATION RECOVERY (1988)
 SZ0015
 SZ0015'RECOVERY NOTE BY GEODETIC SURVEY OF CANADA 1988 (UNK)
 SZ0015'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 SZ0014 ***********************************************************************
 SZ0014  DESIGNATION -  73U302
 SZ0014  PID         -  SZ0014
 SZ0014  STATE/COUNTY-  ON/THUNDER BAY
 SZ0014  COUNTRY     -  CANADA
 SZ0014  NTS MAPSHEET-  PIGEON RIVER (2020)
 SZ0014
 SZ0014                         *CURRENT SURVEY CONTROL
 SZ0014  ______________________________________________________________________
 SZ0014* NAD 83(1986) POSITION- 48 00 45.5    (N) 089 36 59.1    (W)   HD_HELD2
 SZ0014* NAVD 88 ORTHO HEIGHT -   242.779 (meters)      796.52  (feet) ADJUSTED
 SZ0014  ______________________________________________________________________
 SZ0014  GEOID HEIGHT    -        -34.341 (meters)                     EGM08
 SZ0014  DYNAMIC HEIGHT  -        242.825 (meters)      796.67  (feet) COMP
 SZ0014  MODELED GRAVITY -    980,794.5   (mgal)                       NAVD 88
 SZ0014
 SZ0014  VERT ORDER      -  FIRST     CLASS II
 SZ0014
 SZ0014.The positional and height information provided upon this datasheet are not
 SZ0014.officially recognized by the Government of Canada, provincial governments
 SZ0014.within Canada, nor are they intended to replace or substitute for them.
 SZ0014.The intent of sharing this data is to allow access to positions or heights
 SZ0014.recognized by the United States Government. Passive control that is used by
 SZ0014.both nations may share the same or similar designations or descriptions but
 SZ0014.do not share official positions or heights. The 'Station Description' may
 SZ0014.originate from a Canadian 'Station Report' and if so contains information
 SZ0014.licensed under the 'Open Government License - Canada'.
 SZ0014
 SZ0014.The horizontal coordinates were established by autonomous hand held GPS
 SZ0014.observations and have an estimated accuracy of +/- 10 meters.
 SZ0014
 SZ0014.The orthometric height was determined by differential leveling and
 SZ0014.adjusted by the NATIONAL GEODETIC SURVEY
 SZ0014.in June 1991.
 SZ0014
 SZ0014.Significant digits in the geoid height do not necessarily reflect accuracy.
 SZ0014
 SZ0014.Click photographs - Photos may exist for this station.
 SZ0014
 SZ0014.The dynamic height is computed by dividing the NAVD 88
 SZ0014.geopotential number by the normal gravity value computed on the
 SZ0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SZ0014.degrees latitude (g = 980.6199 gals.).
 SZ0014
 SZ0014.The modeled gravity was interpolated from observed gravity values.
 SZ0014
 SZ0014
 SZ0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16UCU0488121017(NAD 83)
 SZ0014
 SZ0014                          SUPERSEDED SURVEY CONTROL
 SZ0014
 SZ0014.No superseded survey control is available for this station.
 SZ0014
 SZ0014_MARKER: DU = BOUNDARY MARKER
 SZ0014_SETTING: 66 = SET IN ROCK OUTCROP
 SZ0014_STAMPING: 1347 A
 SZ0014_MARK LOGO: USGS
 SZ0014_MAGNETIC: N = NO MAGNETIC MATERIAL
 SZ0014_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SZ0014+STABILITY: POSITION/ELEVATION WELL
 SZ0014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SZ0014+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2016
 SZ0014
 SZ0014  HISTORY     - Date     Condition        Report By
 SZ0014  HISTORY     - UNK      MONUMENTED       USGS
 SZ0014  HISTORY     - 1979     GOOD             NGS
 SZ0014  HISTORY     - 20160915 GOOD             IBC
 SZ0014
 SZ0014                          STATION DESCRIPTION
 SZ0014
 SZ0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SZ0014'3.5 MI NW FROM PIGEON RIVER.
 SZ0014'2.0 MILES NORTH ALONG KINGS HIGHWAY 61 FROM THE INTERNATIONAL BRIDGE
 SZ0014'IN PIGEON RIVER, THENCE 1.5 MILES SOUTHWEST ALONG ONTARIO HIGHWAY 593,
 SZ0014'AT THE HEAD OF MIDDLE FALLS, AT A SMALL WHITE HOUSE, ON THE NORTHWEST
 SZ0014'BANK OF THE PIGEON RIVER, 36.0 FT. SOUTHWEST OF THE NORTHEAST EDGE OF
 SZ0014'THE BEDROCK, 19.6 FT. SOUTHWEST OF BENCH MARK 73 U 029 GSC.
 SZ0014'THE MARK IS 20 FT  SW FROM A WITNESS POST.
 SZ0014
 SZ0014                          STATION RECOVERY (2016)
 SZ0014
 SZ0014'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 2016 (UNK)
 SZ0014'THE MARK IS LOCATED ABOUT 167.6 KM (104.2 MI) EAST-SOUTHEAST OF
 SZ0014'ATIKOKAN, 152.9 KM (95.0 MI) SOUTHWEST OF NIPIGON AND 54.7 KM (34.0
 SZ0014'MI) SOUTHWEST OF THUNDER BAY.
 SZ0014'
 SZ0014'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0978 ***********************************************************************
 RJ0978  DESIGNATION -  74
 RJ0978  PID         -  RJ0978
 RJ0978  STATE/COUNTY-  ON/ALGOMA
 RJ0978  COUNTRY     -  CANADA
 RJ0978  NTS MAPSHEET-  MUNUSCONG LAKE (2020)
 RJ0978
 RJ0978                         *CURRENT SURVEY CONTROL
 RJ0978  ______________________________________________________________________
 RJ0978* NAD 83(1994) POSITION- 46 14 17.06816(N) 084 06 12.95255(W)   ADJUSTED
 RJ0978* NAVD 88 ORTHO HEIGHT -   178.0   (meters)      584.    (feet) VERTCON
 RJ0978  ______________________________________________________________________
 RJ0978  GEOID HEIGHT    -        -37.035 (meters)                     EGM08
 RJ0978  HORZ ORDER      -  THIRD
 RJ0978
 RJ0978.The positional and height information provided upon this datasheet are not
 RJ0978.officially recognized by the Government of Canada, provincial governments
 RJ0978.within Canada, nor are they intended to replace or substitute for them.
 RJ0978.The intent of sharing this data is to allow access to positions or heights
 RJ0978.recognized by the United States Government. Passive control that is used by
 RJ0978.both nations may share the same or similar designations or descriptions but
 RJ0978.do not share official positions or heights. The 'Station Description' may
 RJ0978.originate from a Canadian 'Station Report' and if so contains information
 RJ0978.licensed under the 'Open Government License - Canada'.
 RJ0978
 RJ0978.The horizontal coordinates were established by classical geodetic methods
 RJ0978.and adjusted by the National Geodetic Survey in November 1998.
 RJ0978
 RJ0978.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ0978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ0978
 RJ0978.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0978
 RJ0978.Click photographs - Photos may exist for this station.
 RJ0978
 RJ0978. The following values were computed from the NAD 83(1994) position.
 RJ0978
 RJ0978;                    North         East     Units Scale Factor Converg.
 RJ0978;UTM  16      - 5,124,577.880   723,307.279   MT  1.00021303   +2 05 33.7
 RJ0978
 RJ0978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0978!UTM  16      -   0.99997790  x   1.00021303  =   1.00019092
 RJ0978
 RJ0978:                Primary Azimuth Mark                     Grid Az
 RJ0978:UTM  16      -  HANK                                     141 04 37.4
 RJ0978
 RJ0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2330724577(NAD 83)
 RJ0978
 RJ0978|---------------------------------------------------------------------|
 RJ0978| PID    Reference Object                     Distance      Geod. Az  |
 RJ0978|                                                           dddmmss.s |
 RJ0978| RJ0973 HANK                                APPROX. 0.9 KM 1431011.1 |
 RJ0978|---------------------------------------------------------------------|
 RJ0978
 RJ0978                          SUPERSEDED SURVEY CONTROL
 RJ0978
 RJ0978  NAD 83(1986)-  46 14 17.05722(N)    084 06 12.94578(W) AD(       ) 1
 RJ0978  NAD 83(1986)-  46 14 17.04513(N)    084 06 12.95230(W) AD(       ) 3
 RJ0978  NAD 27      -  46 14 16.99000(N)    084 06 12.86200(W) AD(       ) 3
 RJ0978  USSD        -  46 14 17.72000(N)    084 06 12.08000(W) AD(       ) 3
 RJ0978  NGVD 29 (05/22/90)  178.0    (m)  RAPSU86  model used  GPS OBS        
 RJ0978
 RJ0978.Superseded values are not recommended for survey control.
 RJ0978
 RJ0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0978.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0978
 RJ0978_MARKER: DD = SURVEY DISK
 RJ0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0978_PROJECTION: FLUSH
 RJ0978_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0978+STABILITY: SURFACE MOTION
 RJ0978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0978+SATELLITE: SATELLITE OBSERVATIONS - 1988
 RJ0978
 RJ0978  HISTORY     - Date     Condition        Report By
 RJ0978  HISTORY     - 1878     MONUMENTED       USLS
 RJ0978  HISTORY     - 1968     GOOD             USACE
 RJ0978  HISTORY     - 1988     GOOD             USACE
 RJ0978  HISTORY     - 1988     GOOD             NOS
 RJ0978
 RJ0978                          STATION DESCRIPTION
 RJ0978
 RJ0978'DESCRIBED BY US LAKE SURVEY 1878
 RJ0978'ON THE SW END OF EVERENS POINT ON WESTERN ST JOSEPH ISLAND, AT THE
 RJ0978'POINT WHERE THE MUNUSCONG CHANNEL ENTERS LAKE MUNUSCONG.  IT IS 40
 RJ0978'FEET FROM THE POINT, 20 FEET FROM MUNSCONG CHANNEL TO THE W, AND
 RJ0978'40 FEET TO LAKE MUNUSCONG TO THE SE.  THERE ARE OUTCROPPING ROCKS
 RJ0978'6 FEET S OF THE STATION AND ALSO 6 FEET W.  A WIRE LINE FENCE IS 2
 RJ0978'FEET NW OF THE STATION.
 RJ0978'
 RJ0978'STATION MARK IS A 3/4-INCH DRILL HOLE IN A SMOOTH ROCK 20 INCHES
 RJ0978'UNDERGROUND.  A STANDARD I B C BRONZE DISK SET IN A 7-INCH CYLINDER
 RJ0978'OF CONCRETE 20 INCHES LONG IS SET OVER THE STATION, PROJECTING 6
 RJ0978'INCHES ABOVE GROUND IN A CAIRN.  THIS REPLACED A PARTLY ROTTED CEDAR
 RJ0978'POST FOUND OVER THE STATION.  A TRIPOD PAINTED WHITE IS OVER THE
 RJ0978'STATION.
 RJ0978
 RJ0978                          STATION RECOVERY (1968)
 RJ0978
 RJ0978'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1968
 RJ0978'RECOVERED IN GOOD CONDITION.
 RJ0978
 RJ0978                          STATION RECOVERY (1988)
 RJ0978
 RJ0978'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ0978'THE STATION IS LOCATED ABOUT 34.3 KM (21.3 MI) SOUTHEAST OF SAULT STE
 RJ0978'MARIE, 38.6 KM (24.0 MI) EAST OF RUDYARD, 29.8 KM (18.5 MI)
 RJ0978'NORTH-NORTHWEST OF DETOUR VILLAGE IN PART OF LOT 17, NEEBISH
 RJ0978'CONCESSION IN THE TOWNSHIP OF ST JOSEPH.
 RJ0978'OWNERSHIP---TOWNSHIP OF ST. JOSEPH, ONTARIO, CANADA.
 RJ0978'
 RJ0978'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI, GO EAST FOR
 RJ0978'4.4 KM
 RJ0978'(2.7 MI) ON 15 MILE ROAD T0 SCENIC DRIVE, TURN RIGHT AND GO SOUTH
 RJ0978'FOR 6.3 KM (3.9 MI) ON SCENIC DRIVE TO JENS RESORT. TRAVEL BY BOAT
 RJ0978'DOWNRIVER FOR 15 MINUTES TO A POINT OF LAND CALLED WINTER POINT,
 RJ0978'GO EAST FOR 15 MINUTES TO THE MUNUSCONG CHANNEL,
 RJ0978'TRAVEL ON THE WEST SIDE
 RJ0978'OF THE CHANNEL WHERE THE CHANNEL BECOMES MUNUSCONG LAKE AND
 RJ0978'EVERENS POINT WHERE THE STATION IS LOCATED.
 RJ0978'
 RJ0978'THE STATION IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE
 RJ0978'MONUMENT AND SURROUNDED BY ROCK.
 RJ0978'
 RJ0978'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
 RJ0978
 RJ0978                          STATION RECOVERY (1988)
 RJ0978
 RJ0978'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1988 (PBW)
 RJ0978'THE STATION WAS RECOVERED AT THIS DATE. THE CURRENT DESCRIPTION IS
 RJ0978'ADEQUATE.  THE STATIONS GEODETIC POSITION WAS VERIFIED AT THIS TIME.
 RJ0978'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 RJ0978'RECOVERED BY P B WALBOLT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 PJ0178 ***********************************************************************
 PJ0178  DESIGNATION -  75U502
 PJ0178  PID         -  PJ0178
 PJ0178  STATE/COUNTY-  ON/FRONTENAC
 PJ0178  COUNTRY     -  CANADA
 PJ0178  NTS MAPSHEET-  BATH (2020)
 PJ0178
 PJ0178                         *CURRENT SURVEY CONTROL
 PJ0178  ______________________________________________________________________
 PJ0178* NAD 83(1986) POSITION- 44 13 05.     (N) 076 31 05.     (W)   SCALED
 PJ0178* NAVD 88 ORTHO HEIGHT -    76.658 (meters)      251.50  (feet) ADJUSTED
 PJ0178  ______________________________________________________________________
 PJ0178  GEOID HEIGHT    -        -35.003 (meters)                     EGM08
 PJ0178  DYNAMIC HEIGHT  -         76.649 (meters)      251.47  (feet) COMP
 PJ0178  MODELED GRAVITY -    980,500.0   (mgal)                       NAVD 88
 PJ0178
 PJ0178  VERT ORDER      -  FIRST     CLASS II
 PJ0178
 PJ0178.The positional and height information provided upon this datasheet are not
 PJ0178.officially recognized by the Government of Canada, provincial governments
 PJ0178.within Canada, nor are they intended to replace or substitute for them.
 PJ0178.The intent of sharing this data is to allow access to positions or heights
 PJ0178.recognized by the United States Government. Passive control that is used by
 PJ0178.both nations may share the same or similar designations or descriptions but
 PJ0178.do not share official positions or heights. The 'Station Description' may
 PJ0178.originate from a Canadian 'Station Report' and if so contains information
 PJ0178.licensed under the 'Open Government License - Canada'.
 PJ0178
 PJ0178.The horizontal coordinates were scaled from a map and have
 PJ0178.an estimated accuracy of +/- 6 seconds.
 PJ0178
 PJ0178.The orthometric height was determined by differential leveling and
 PJ0178.adjusted by the NATIONAL GEODETIC SURVEY
 PJ0178.in June 1991.
 PJ0178
 PJ0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 PJ0178
 PJ0178.Click photographs - Photos may exist for this station.
 PJ0178
 PJ0178.The dynamic height is computed by dividing the NAVD 88
 PJ0178.geopotential number by the normal gravity value computed on the
 PJ0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PJ0178.degrees latitude (g = 980.6199 gals.).
 PJ0178
 PJ0178.The modeled gravity was interpolated from observed gravity values.
 PJ0178
 PJ0178
 PJ0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP787972(NAD 83)
 PJ0178
 PJ0178                          SUPERSEDED SURVEY CONTROL
 PJ0178
 PJ0178.No superseded survey control is available for this station.
 PJ0178
 PJ0178_MARKER: DD = SURVEY DISK
 PJ0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PJ0178_STAMPING: 75 U 502
 PJ0178_MARK LOGO: GSC
 PJ0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PJ0178+STABILITY: SURFACE MOTION
 PJ0178
 PJ0178  HISTORY     - Date     Condition        Report By
 PJ0178  HISTORY     - 1975     MONUMENTED       GSC
 PJ0178  HISTORY     - 1980     GOOD             NOSOMA
 PJ0178
 PJ0178                          STATION DESCRIPTION
 PJ0178
 PJ0178'DESCRIBED BY NOS OCEANOG + MARINE 1980
 PJ0178'IN KINGSTON.
 PJ0178'THIS BENCH MARK IS AT THE WATER LEVEL MONITORING STATION IN KINGSTON,
 PJ0178'ONTARIO, CANADA.  HEIGHT ABOVE NAVD88 IS AVAILABLE FROM THE GEODETIC
 PJ0178'SURVEY OF CANADA, AND ABOVE IGLD80 FROM THE CANADIAN HYDROGRAPHIC
 PJ0178'SERVICE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NE0961 ***********************************************************************
 NE0961  DESIGNATION -  75U9000
 NE0961  PID         -  NE0961
 NE0961  STATE/COUNTY-  ON/LAMBTON
 NE0961  COUNTRY     -  CANADA
 NE0961  NTS MAPSHEET-  SARNIA (2020)
 NE0961
 NE0961                         *CURRENT SURVEY CONTROL
 NE0961  ______________________________________________________________________
 NE0961* NAD 83(1986) POSITION- 42 59 28.6    (N) 082 25 17.2    (W)   HD_HELD2
 NE0961* NAVD 88 ORTHO HEIGHT -   177.460 (meters)      582.22  (feet) ADJUSTED
 NE0961  ______________________________________________________________________
 NE0961  GEOID HEIGHT    -        -35.414 (meters)                     EGM08
 NE0961  DYNAMIC HEIGHT  -        177.416 (meters)      582.07  (feet) COMP
 NE0961  MODELED GRAVITY -    980,370.2   (mgal)                       NAVD 88
 NE0961
 NE0961  VERT ORDER      -  FIRST     CLASS II
 NE0961
 NE0961.The positional and height information provided upon this datasheet are not
 NE0961.officially recognized by the Government of Canada, provincial governments
 NE0961.within Canada, nor are they intended to replace or substitute for them.
 NE0961.The intent of sharing this data is to allow access to positions or heights
 NE0961.recognized by the United States Government. Passive control that is used by
 NE0961.both nations may share the same or similar designations or descriptions but
 NE0961.do not share official positions or heights. The 'Station Description' may
 NE0961.originate from a Canadian 'Station Report' and if so contains information
 NE0961.licensed under the 'Open Government License - Canada'.
 NE0961
 NE0961.The horizontal coordinates were established by autonomous hand held GPS
 NE0961.observations and have an estimated accuracy of +/- 10 meters.
 NE0961
 NE0961.The orthometric height was determined by differential leveling and
 NE0961.adjusted by the NATIONAL GEODETIC SURVEY
 NE0961.in June 1991.
 NE0961
 NE0961.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0961
 NE0961.Click photographs - Photos may exist for this station.
 NE0961
 NE0961.The dynamic height is computed by dividing the NAVD 88
 NE0961.geopotential number by the normal gravity value computed on the
 NE0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0961.degrees latitude (g = 980.6199 gals.).
 NE0961
 NE0961.The modeled gravity was interpolated from observed gravity values.
 NE0961
 NE0961
 NE0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8412360826(NAD 83)
 NE0961
 NE0961                          SUPERSEDED SURVEY CONTROL
 NE0961
 NE0961  NGVD 29 (11/26/84)  177.576  (m)          582.60   (f) ADJUSTED    1 2
 NE0961
 NE0961.Superseded values are not recommended for survey control.
 NE0961
 NE0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0961.See file dsdata.pdf to determine how the superseded data were derived.
 NE0961
 NE0961_MARKER: DW = HYDROGRAPHIC STATION DISK
 NE0961_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NE0961_SP_SET: FOUNDATION
 NE0961_STAMPING: PTED 1975
 NE0961_MARK LOGO: CHS
 NE0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0961+STABILITY: SURFACE MOTION
 NE0961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0961+SATELLITE: SATELLITE OBSERVATIONS - 1969
 NE0961
 NE0961  HISTORY     - Date     Condition        Report By
 NE0961  HISTORY     - 1975     MONUMENTED       GSC
 NE0961  HISTORY     - 1969     GOOD             CADNR
 NE0961  HISTORY     - 1980     GOOD             NGS
 NE0961
 NE0961                          STATION DESCRIPTION
 NE0961
 NE0961'DESCRIBED BY CANADIAN DEPT NAT RES 1969 (UNK)
 NE0961'RECOVERED IN GOOD CONDITION.
 NE0961
 NE0961                          STATION RECOVERY (1980)
 NE0961
 NE0961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0961'IN PORT EDWARD.
 NE0961'IN PORT EDWARD, 0.8 KILOMETER (0.5 MILE) SOUTH ALONG A GRAVEL ROAD
 NE0961'FROM THE BLUE WATER BRIDGE OVER THE ST CLAIR RIVER, SET NEAR THE
 NE0961'NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF THE 6.5X6.5-FOOT
 NE0961'METAL GAGE HOUSE BUILDING WHICH IS NORTHWEST OF THE NORTHWEST CORNER
 NE0961'OF THE PURDY FISHERIES BUILDING, 13.5 METERS (44.3 FEET) NORTHWEST
 NE0961'OF THE NORTHWEST CORNER OF THE FISHERIES BUILDING, 0.3 METER (1 FOOT)
 NE0961'WEST OF THE NORTHEAST CORNER OF THE GAGE HOUSE
 NE0961'THE MARK IS 0.25 M ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 AH9241 ***********************************************************************
 AH9241  DESIGNATION -  78U3005
 AH9241  PID         -  AH9241
 AH9241  STATE/COUNTY-  ON/NORTHUMBERLAND
 AH9241  COUNTRY     -  CANADA
 AH9241  NTS MAPSHEET-  PORT HOPE (2020)
 AH9241
 AH9241                         *CURRENT SURVEY CONTROL
 AH9241  ______________________________________________________________________
 AH9241* NAD 83(2011) POSITION- 43 57 22.63191(N) 078 09 51.78815(W)   ADJUSTED
 AH9241* NAD 83(2011) ELLIP HT-    40.650 (meters)        (06/27/12)   ADJUSTED
 AH9241* NAD 83(2011) EPOCH   -  2010.00
 AH9241* NAVD 88 ORTHO HEIGHT -    76.9   (meters)      252.    (feet) GPS OBS
 AH9241  ______________________________________________________________________
 AH9241  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AH9241  GEOID HEIGHT    -        -36.198 (meters)                     GEOID09
 AH9241  GEOID HEIGHT    -        -36.846 (meters)                     EGM08
 AH9241  NAD 83(2011) X  -    943,250.472 (meters)                     COMP
 AH9241  NAD 83(2011) Y  - -4,501,106.539 (meters)                     COMP
 AH9241  NAD 83(2011) Z  -  4,404,624.657 (meters)                     COMP
 AH9241
 AH9241  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH9241  Standards:
 AH9241         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH9241            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH9241  -------------------------------------------------------------------
 AH9241  NETWORK    0.45   0.92           0.21   0.15   0.47      0.05438497
 AH9241  -------------------------------------------------------------------
 AH9241  Click here for local accuracies and other accuracy information.
 AH9241
 AH9241.The positional and height information provided upon this datasheet are not
 AH9241.officially recognized by the Government of Canada, provincial governments
 AH9241.within Canada, nor are they intended to replace or substitute for them.
 AH9241.The intent of sharing this data is to allow access to positions or heights
 AH9241.recognized by the United States Government. Passive control that is used by
 AH9241.both nations may share the same or similar designations or descriptions but
 AH9241.do not share official positions or heights. The 'Station Description' may
 AH9241.originate from a Canadian 'Station Report' and if so contains information
 AH9241.licensed under the 'Open Government License - Canada'.
 AH9241
 AH9241.The horizontal coordinates were established by GPS observations
 AH9241.and adjusted by the National Geodetic Survey in June 2012.
 AH9241
 AH9241.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH9241.been affixed to the stable North American tectonic plate. See 
 AH9241.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH9241
 AH9241.The horizontal coordinates are valid at the epoch date displayed above
 AH9241.which is a decimal equivalence of Year/Month/Day.
 AH9241
 AH9241.The orthometric height was determined by GPS observations and a
 AH9241.high-resolution geoid model.
 AH9241
 AH9241.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9241
 AH9241.Click photographs - Photos may exist for this station.
 AH9241
 AH9241.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9241
 AH9241.The ellipsoidal height was determined by GPS observations
 AH9241.and is referenced to NAD 83.
 AH9241
 AH9241. The following values were computed from the NAD 83(2011) position.
 AH9241
 AH9241;                    North         East     Units Scale Factor Converg.
 AH9241;UTM  17      - 4,870,927.119   727,513.230   MT  1.00023668   +1 58 08.6
 AH9241
 AH9241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9241!UTM  17      -   0.99999363  x   1.00023668  =   1.00023030
 AH9241
 AH9241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQJ2751370927(NAD 83)
 AH9241
 AH9241                          SUPERSEDED SURVEY CONTROL
 AH9241
 AH9241  NAD 83(2007)-  43 57 22.63204(N)    078 09 51.78893(W) AD(2002.00) 0
 AH9241  ELLIP H (02/10/07)   40.657  (m)                       GP(2002.00)    
 AH9241  NAD 83(1997)-  43 57 22.63243(N)    078 09 51.78932(W) AD(       ) A
 AH9241  ELLIP H (05/25/99)   40.683  (m)                       GP(       ) 3 1
 AH9241  NAVD 88 (10/11/07)   76.8    (m)  GEOID03  model used  GPS OBS        
 AH9241  NAVD 88 (05/25/99)   76.9    (m)  GEOID96  model used  GPS OBS        
 AH9241
 AH9241.Superseded values are not recommended for survey control.
 AH9241
 AH9241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9241.See file dsdata.pdf to determine how the superseded data were derived.
 AH9241
 AH9241_MARKER: DD = SURVEY DISK
 AH9241_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH9241_SP_SET: CONCRETE WHARF
 AH9241_MARK LOGO: NONE
 AH9241_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9241+STABILITY: SURFACE MOTION
 AH9241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9241+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2010
 AH9241
 AH9241  HISTORY     - Date     Condition        Report By
 AH9241  HISTORY     - 1998     MONUMENTED       WTRCAN
 AH9241  HISTORY     - 2005     GOOD             CADNR
 AH9241  HISTORY     - 20100612 GOOD             CADNR
 AH9241
 AH9241                          STATION DESCRIPTION
 AH9241
 AH9241'DESCRIBED BY WATER SURVEY OF CANADA 1998
 AH9241'NO DESCRIPTION SUBMITTED FOR THIS POINT.  TEXT CREATED BY ADDESC.
 AH9241
 AH9241                          STATION RECOVERY (2005)
 AH9241
 AH9241'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2005 (JS)
 AH9241'COBOURG.  ON WHARF AT S END OF DIVISION STREET IN COBOURG, S END OF
 AH9241'HIGHWAY 45.  MKD BY WATER RESOURCES BUREAU TABLET ON W SIDE OF WHARF,
 AH9241'18.9 M (62.0 FT) SOUTHWEST OF RED BRICK GAUGE HOUSE, 9.8 M (32.2 FT)
 AH9241'WEST OF A FENCE AROUND ENVIRONMENT CANADA AUTOMATIC METEOROLOGICAL
 AH9241'STATION AND 43 CM (17 INCHES) NORTHEAST OF FIRST BOLLARD.  AN ORANGE
 AH9241'CYL WITNESS SIGN WAS SET 9.79 M (32.1 FT) AWAY AT A MAG BEARING OF 289
 AH9241'DEG TO THE STATION, ATTACHED TO THE FENCE AROUND METEOROLOGICAL
 AH9241'STATION.  DISK STAMPING WAS NOT REPORTED.
 AH9241'
 AH9241'FOR ADDITIONAL INFORMATION CONTACT NATURAL RESOURCES CANADA, GEODETIC
 AH9241'SURVEY DIVISION, 615 BOOTH STREET, OTTAWA, ONTARIO.
 AH9241
 AH9241                          STATION RECOVERY (2010)
 AH9241
 AH9241'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2010 (JS)
 AH9241'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DN8249 ***********************************************************************
 DN8249  DESIGNATION -  79 U 123
 DN8249  PID         -  DN8249
 DN8249  STATE/COUNTY-  ON/RAINY RIVER
 DN8249  COUNTRY     -  CANADA
 DN8249  NTS MAPSHEET-  RAINY RIVER (2020)
 DN8249
 DN8249                         *CURRENT SURVEY CONTROL
 DN8249  ______________________________________________________________________
 DN8249* NAD 83(1986) POSITION- 48 43 13.7    (N) 094 33 46.8    (W)   HD_HELD2
 DN8249* NAVD 88 ORTHO HEIGHT -   330.020 (meters)     1082.74  (feet) ADJUSTED
 DN8249  ______________________________________________________________________
 DN8249  GEOID HEIGHT    -        -29.031 (meters)                     EGM08
 DN8249  DYNAMIC HEIGHT  -        330.107 (meters)     1083.03  (feet) COMP
 DN8249  MODELED GRAVITY -    980,864.4   (mgal)                       NAVD 88
 DN8249
 DN8249  VERT ORDER      -  SECOND    CLASS I
 DN8249
 DN8249.The positional and height information provided upon this datasheet are not
 DN8249.officially recognized by the Government of Canada, provincial governments
 DN8249.within Canada, nor are they intended to replace or substitute for them.
 DN8249.The intent of sharing this data is to allow access to positions or heights
 DN8249.recognized by the United States Government. Passive control that is used by
 DN8249.both nations may share the same or similar designations or descriptions but
 DN8249.do not share official positions or heights. The 'Station Description' may
 DN8249.originate from a Canadian 'Station Report' and if so contains information
 DN8249.licensed under the 'Open Government License - Canada'.
 DN8249
 DN8249.The horizontal coordinates were established by autonomous hand held GPS
 DN8249.observations and have an estimated accuracy of +/- 10 meters.
 DN8249
 DN8249.The orthometric height was determined by differential leveling and
 DN8249.adjusted by the NATIONAL GEODETIC SURVEY
 DN8249.in February 2013.
 DN8249
 DN8249.No vertical observational check was made to the station.
 DN8249
 DN8249.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8249
 DN8249.Click photographs - Photos may exist for this station.
 DN8249
 DN8249.The dynamic height is computed by dividing the NAVD 88
 DN8249.geopotential number by the normal gravity value computed on the
 DN8249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8249.degrees latitude (g = 980.6199 gals.).
 DN8249
 DN8249.The modeled gravity was interpolated from observed gravity values.
 DN8249
 DN8249
 DN8249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8504197561(NAD 83)
 DN8249
 DN8249                          SUPERSEDED SURVEY CONTROL
 DN8249
 DN8249.No superseded survey control is available for this station.
 DN8249
 DN8249_MARKER: DB = BENCH MARK DISK
 DN8249_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DN8249_SP_SET: WALL FOUNDATION
 DN8249_STAMPING: 79 U 123
 DN8249_MARK LOGO: GSC
 DN8249_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8249+STABILITY: SURFACE MOTION
 DN8249_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8249+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2011
 DN8249
 DN8249  HISTORY     - Date     Condition        Report By
 DN8249  HISTORY     - 19790401 MONUMENTED       GSC
 DN8249  HISTORY     - 20110119 GOOD             MNDT
 DN8249
 DN8249                          STATION DESCRIPTION
 DN8249
 DN8249'DESCRIBED BY MN DEPT OF TRANSP 2011 (KMS)
 DN8249'A NEW DESCRIPTION FOLLOWS.
 DN8249'
 DN8249'THE MARK IS IN RAINY RIVER, ONTARIO, CANADA.
 DN8249'
 DN8249'TO REACH THE MARK IN SOUTHWEST QUADRANT OF THE JUNCTION OF GOVERNMENT
 DN8249'ROAD AND BROADWAY AVENUE, DISK SET VERTICALLY IN NORTHEAST FOUNDATION
 DN8249'WALL OF RECREATION CENTRE AND ARENA.
 DN8249'
 DN8249'IT IS 72 CENTIMETERS WEST OF THE NORTHEAST CORNER, 52 CENTIMETERS
 DN8249'BELOW SIDING, 35 CENTIMETERS ABOVE GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0478 ***********************************************************************
 TC0478  DESIGNATION -  79U121
 TC0478  PID         -  TC0478
 TC0478  STATE/COUNTY-  ON/RAINY RIVER
 TC0478  COUNTRY     -  CANADA
 TC0478  NTS MAPSHEET-  RAINY RIVER (2020)
 TC0478
 TC0478                         *CURRENT SURVEY CONTROL
 TC0478  ______________________________________________________________________
 TC0478* NAD 83(2011) POSITION- 48 43 13.20312(N) 094 35 15.20732(W)   ADJUSTED
 TC0478* NAD 83(2011) ELLIP HT-   299.221 (meters)        (06/27/12)   ADJUSTED
 TC0478* NAD 83(2011) EPOCH   -  2010.00
 TC0478* NAVD 88 ORTHO HEIGHT -   328.297 (meters)     1077.09  (feet) ADJUSTED
 TC0478  ______________________________________________________________________
 TC0478  GEOID HEIGHT    -        -29.010 (meters)                     EGM08
 TC0478  NAD 83(2011) X  -   -337,210.417 (meters)                     COMP
 TC0478  NAD 83(2011) Y  - -4,202,547.433 (meters)                     COMP
 TC0478  NAD 83(2011) Z  -  4,770,322.446 (meters)                     COMP
 TC0478  DYNAMIC HEIGHT  -        328.384 (meters)     1077.37  (feet) COMP
 TC0478  MODELED GRAVITY -    980,864.7   (mgal)                       NAVD 88
 TC0478
 TC0478  VERT ORDER      -  FIRST     CLASS II
 TC0478
 TC0478  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 TC0478  Standards:
 TC0478         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 TC0478            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 TC0478  -------------------------------------------------------------------
 TC0478  NETWORK    0.32   0.43           0.15   0.10   0.22     -0.06300291
 TC0478  -------------------------------------------------------------------
 TC0478  Click here for local accuracies and other accuracy information.
 TC0478
 TC0478.The positional and height information provided upon this datasheet are not
 TC0478.officially recognized by the Government of Canada, provincial governments
 TC0478.within Canada, nor are they intended to replace or substitute for them.
 TC0478.The intent of sharing this data is to allow access to positions or heights
 TC0478.recognized by the United States Government. Passive control that is used by
 TC0478.both nations may share the same or similar designations or descriptions but
 TC0478.do not share official positions or heights. The 'Station Description' may
 TC0478.originate from a Canadian 'Station Report' and if so contains information
 TC0478.licensed under the 'Open Government License - Canada'.
 TC0478
 TC0478.The horizontal coordinates were established by GPS observations
 TC0478.and adjusted by the National Geodetic Survey in June 2012.
 TC0478
 TC0478.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 TC0478.been affixed to the stable North American tectonic plate. See 
 TC0478.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 TC0478
 TC0478.The horizontal coordinates are valid at the epoch date displayed above
 TC0478.which is a decimal equivalence of Year/Month/Day.
 TC0478
 TC0478.The orthometric height was determined by differential leveling and
 TC0478.adjusted by the NATIONAL GEODETIC SURVEY
 TC0478.in June 1991.
 TC0478
 TC0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0478
 TC0478.Click photographs - Photos may exist for this station.
 TC0478
 TC0478.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TC0478
 TC0478.The ellipsoidal height was determined by GPS observations
 TC0478.and is referenced to NAD 83.
 TC0478
 TC0478.The dynamic height is computed by dividing the NAVD 88
 TC0478.geopotential number by the normal gravity value computed on the
 TC0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC0478.degrees latitude (g = 980.6199 gals.).
 TC0478
 TC0478.The modeled gravity was interpolated from observed gravity values.
 TC0478
 TC0478. The following values were computed from the NAD 83(2011) position.
 TC0478
 TC0478;                    North         East     Units Scale Factor Converg.
 TC0478;UTM  15      - 5,397,583.238   383,235.223   MT  0.99976750   -1 11 35.5
 TC0478
 TC0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0478!UTM  15      -   0.99995311  x   0.99976750  =   0.99972062
 TC0478
 TC0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8323597583(NAD 83)
 TC0478
 TC0478|---------------------------------------------------------------------|
 TC0478| PID    Reference Object                     Distance      Geod. Az  |
 TC0478|                                                           dddmmss.s |
 TC0478| DN3591 SHOEMAKER                           254.895 METERS 05241     |
 TC0478| DN3590 MANN                                 29.816 METERS 13334     |
 TC0478|---------------------------------------------------------------------|
 TC0478
 TC0478                          SUPERSEDED SURVEY CONTROL
 TC0478
 TC0478  NAD 83(2007)-  48 43 13.20329(N)    094 35 15.20818(W) AD(2002.00) 1
 TC0478  ELLIP H (09/15/11)  299.244  (m)                       GP(2002.00) 1 2
 TC0478  NAVD 88             328.30   (m)         1077.1    (f) LEVELING    3  
 TC0478
 TC0478.Superseded values are not recommended for survey control.
 TC0478
 TC0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0478.See file dsdata.pdf to determine how the superseded data were derived.
 TC0478
 TC0478_MARKER: Z = SEE DESCRIPTION
 TC0478_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 TC0478_MARK LOGO: GSC
 TC0478_PROJECTION: FLUSH
 TC0478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC0478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TC0478+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2011
 TC0478_ROD/PIPE-DEPTH: 56.0 meters
 TC0478_SLEEVE-DEPTH  : 00.0 meters
 TC0478
 TC0478  HISTORY     - Date     Condition        Report By
 TC0478  HISTORY     - 1979     MONUMENTED       GSC
 TC0478  HISTORY     - 1981     GOOD             NGS
 TC0478  HISTORY     - 1995     GOOD             CADNR
 TC0478  HISTORY     - 20110119 GOOD             MNDT
 TC0478
 TC0478                          STATION DESCRIPTION
 TC0478
 TC0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TC0478'1.6 KM (1.05 MI) WEST FROM RAINY RIVER.
 TC0478'0.2 KM (0.15 MI) NORTH ALONG FOURTH STREET FROM THE POST OFFICE IN
 TC0478'RAINY RIVER, THENCE 1.4 KM (0.9 MI) WEST ALONG HIGHWAY 11 TO THE
 TC0478'CANADIAN CUSTOMS STATION AND APPROXIMATELY 91.4 METERS (300 FT)
 TC0478'SOUTHWEST OF THE CUSTOMS BUILDING, ALSO 0.6 KM (0.4 MI)
 TC0478'NORTH-NORTHEAST ALONG STATE HIGHWAY 72 FROM THE JUNCTION OF STATE
 TC0478'HIGHWAY 11 IN BAUDETTE TO THE U.S. CUSTOMS STATION, THENCE 0.6 KM
 TC0478'(0.4 MI) NORTHEAST ALONG HIGHWAY 72, AT A SMALL ISLAND BETWEEN THE
 TC0478'EAST AND WEST HIGHWAY LANES, 8.9 METERS (29.5 FT) SOUTHWEST OF A FLAG
 TC0478'POLE, 2.7 METERS (9.0 FT) NORTHEAST OF THE SOUTHWEST TIP OF AN ISLAND
 TC0478'BETWEEN THE EAST-WEST HIGHWAY LANES, 1.4 METERS (4.5 FT) SOUTHWEST OF
 TC0478'A SECURITY LIGHT POLE, 92.9 METERS (305 FT) NORTHEAST OF THE NORTHEAST
 TC0478'END AND THE CENTERLINE OF THE CANADIAN AND U.S. HIGHWAY BRIDGE.
 TC0478
 TC0478                          STATION RECOVERY (1995)
 TC0478
 TC0478'RECOVERY NOTE BY CANADIAN DEPT NAT RES 1995 (UNK)
 TC0478'RECOVERED IN GOOD CONDITION.
 TC0478
 TC0478                          STATION RECOVERY (2011)
 TC0478
 TC0478'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 TC0478'IN RAINY RIVER, ONTARIO, CANADA, 0.15 MILE NORTH ALONG FOURTH STREET
 TC0478'FROM THE POST OFFICE IN RAINY RIVER, THEN 0.9 MILE WEST ALONG HIGHWAY
 TC0478'11 TO THE CANADIAN CUSTOMS STATION, APPROXIMATELY 300 FEET SOUTHWEST
 TC0478'OF THE CUSTOMS BUILDING, 0.4 MILE NORTH-NORTHEAST ALONG STATE HIGHWAY
 TC0478'72 FROM THE JUNCTION OF STATE HIGHWAY 11 IN BAUDETTE TO THE U.S.
 TC0478'CUSTOMS STATION, THEN 0.4 MILE NORTHEAST ALONG HIGHWAY 72, AT A SMALL
 TC0478'ISLAND BETWEEN THE EAST AND WEST HIGHWAY LANES, 29.5 FEET SOUTHWEST OF
 TC0478'A FLAG POLE, 9.0 FEET NORTHEAST OF THE SOUTHWEST TIP OF AN ISLAND
 TC0478'BETWEEN THE EAST-WEST HIGHWAY LANES, 4.5 FEET SOUTHWEST OF A SECURITY
 TC0478'LIGHT POLE, 305 FEET NORTHEAST OF THE NORTHEAST END AND THE CENTERLINE
 TC0478'OF THE CANADIAN AND U.S. HIGHWAY BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 SZ0018 ***********************************************************************
 SZ0018  DESIGNATION -  79U175
 SZ0018  PID         -  SZ0018
 SZ0018  STATE/COUNTY-  ON/THUNDER BAY
 SZ0018  COUNTRY     -  CANADA
 SZ0018  NTS MAPSHEET-  PIGEON RIVER (2020)
 SZ0018
 SZ0018                         *CURRENT SURVEY CONTROL
 SZ0018  ______________________________________________________________________
 SZ0018* NAD 83(1986) POSITION- 48 00 47.8    (N) 089 35 27.5    (W)   HD_HELD2
 SZ0018* NAVD 88 ORTHO HEIGHT -   230.479 (meters)      756.16  (feet) ADJUSTED
 SZ0018  ______________________________________________________________________
 SZ0018  GEOID HEIGHT    -        -34.427 (meters)                     EGM08
 SZ0018  DYNAMIC HEIGHT  -        230.522 (meters)      756.30  (feet) COMP
 SZ0018  MODELED GRAVITY -    980,792.0   (mgal)                       NAVD 88
 SZ0018
 SZ0018  VERT ORDER      -  FIRST     CLASS II
 SZ0018
 SZ0018.The positional and height information provided upon this datasheet are not
 SZ0018.officially recognized by the Government of Canada, provincial governments
 SZ0018.within Canada, nor are they intended to replace or substitute for them.
 SZ0018.The intent of sharing this data is to allow access to positions or heights
 SZ0018.recognized by the United States Government. Passive control that is used by
 SZ0018.both nations may share the same or similar designations or descriptions but
 SZ0018.do not share official positions or heights. The 'Station Description' may
 SZ0018.originate from a Canadian 'Station Report' and if so contains information
 SZ0018.licensed under the 'Open Government License - Canada'.
 SZ0018
 SZ0018.The horizontal coordinates were established by autonomous hand held GPS
 SZ0018.observations and have an estimated accuracy of +/- 10 meters.
 SZ0018
 SZ0018.The orthometric height was determined by differential leveling and
 SZ0018.adjusted by the NATIONAL GEODETIC SURVEY
 SZ0018.in June 1991.
 SZ0018
 SZ0018.Significant digits in the geoid height do not necessarily reflect accuracy.
 SZ0018
 SZ0018.Click photographs - Photos may exist for this station.
 SZ0018
 SZ0018.The dynamic height is computed by dividing the NAVD 88
 SZ0018.geopotential number by the normal gravity value computed on the
 SZ0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SZ0018.degrees latitude (g = 980.6199 gals.).
 SZ0018
 SZ0018.The modeled gravity was interpolated from observed gravity values.
 SZ0018
 SZ0018
 SZ0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16UCU0678121024(NAD 83)
 SZ0018
 SZ0018                          SUPERSEDED SURVEY CONTROL
 SZ0018
 SZ0018.No superseded survey control is available for this station.
 SZ0018
 SZ0018_MARKER: DB = BENCH MARK DISK
 SZ0018_SETTING: 66 = SET IN ROCK OUTCROP
 SZ0018_STAMPING: 79U175
 SZ0018_MARK LOGO: GSC
 SZ0018_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SZ0018+STABILITY: POSITION/ELEVATION WELL
 SZ0018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SZ0018+SATELLITE: SATELLITE OBSERVATIONS - June 03, 1980
 SZ0018
 SZ0018  HISTORY     - Date     Condition        Report By
 SZ0018  HISTORY     - 1979     MONUMENTED       ONCADH
 SZ0018  HISTORY     - 19800603 GOOD             GSC
 SZ0018
 SZ0018                          STATION DESCRIPTION
 SZ0018
 SZ0018'DESCRIBED BY ONTARIO CANADA DEPARTMENT OF HIGHWAYS 1979
 SZ0018'1.1 MI NORTH FROM PIGEON RIVER.
 SZ0018'1.1 MILES NORTH ALONG KINGS HIGHWAY 61 FROM THE INTERNATIONAL BRIDGE
 SZ0018'IN PIGEON RIVER, 0.9 MILE NORTH OF THE CANADIAN CUSTOM HOUSE, AT THE
 SZ0018'CENTER OF A ROCKCUT, 27.0 FT. WEST OF THE CENTERLINE OF THE HIGHWAY,
 SZ0018'180.0 FT. SOUTH OF THE NORTH END OF THE ROCKCUT, 180.0 FT. NORTH OF
 SZ0018'THE SOUTH END OF THE ROCKCUT, 56.0 FT. NORTHWEST OF AND ACROSS THE
 SZ0018'HIGHWAY FROM THE SOUTH END OF A WOOD AND CABLE GUARDRAIL.  NOTE-DISK
 SZ0018'WAS SET BY THIS PARTY AND IS A GSC DISK WITH A GSC STAMPING.
 SZ0018'THE MARK IS 2 FT BELOW THE HIGHWAY.
 SZ0018
 SZ0018                          STATION RECOVERY (1980)
 SZ0018
 SZ0018'RECOVERY NOTE BY GEODETIC SURVEY OF CANADA 1980 (UNK)
 SZ0018'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 SZ0017 ***********************************************************************
 SZ0017  DESIGNATION -  79U176
 SZ0017  PID         -  SZ0017
 SZ0017  STATE/COUNTY-  ON/THUNDER BAY
 SZ0017  COUNTRY     -  CANADA
 SZ0017  NTS MAPSHEET-  PIGEON RIVER (2020)
 SZ0017
 SZ0017                         *CURRENT SURVEY CONTROL
 SZ0017  ______________________________________________________________________
 SZ0017* NAD 83(1986) POSITION- 48 01 27.6    (N) 089 35 48.0    (W)   HD_HELD2
 SZ0017* NAVD 88 ORTHO HEIGHT -   247.955 (meters)      813.50  (feet) ADJUSTED
 SZ0017  ______________________________________________________________________
 SZ0017  GEOID HEIGHT    -        -34.446 (meters)                     EGM08
 SZ0017  DYNAMIC HEIGHT  -        248.000 (meters)      813.65  (feet) COMP
 SZ0017  MODELED GRAVITY -    980,785.8   (mgal)                       NAVD 88
 SZ0017
 SZ0017  VERT ORDER      -  FIRST     CLASS II
 SZ0017
 SZ0017.The positional and height information provided upon this datasheet are not
 SZ0017.officially recognized by the Government of Canada, provincial governments
 SZ0017.within Canada, nor are they intended to replace or substitute for them.
 SZ0017.The intent of sharing this data is to allow access to positions or heights
 SZ0017.recognized by the United States Government. Passive control that is used by
 SZ0017.both nations may share the same or similar designations or descriptions but
 SZ0017.do not share official positions or heights. The 'Station Description' may
 SZ0017.originate from a Canadian 'Station Report' and if so contains information
 SZ0017.licensed under the 'Open Government License - Canada'.
 SZ0017
 SZ0017.The horizontal coordinates were established by autonomous hand held GPS
 SZ0017.observations and have an estimated accuracy of +/- 10 meters.
 SZ0017
 SZ0017.The orthometric height was determined by differential leveling and
 SZ0017.adjusted by the NATIONAL GEODETIC SURVEY
 SZ0017.in June 1991.
 SZ0017
 SZ0017.Significant digits in the geoid height do not necessarily reflect accuracy.
 SZ0017
 SZ0017.Click photographs - Photos may exist for this station.
 SZ0017
 SZ0017.The dynamic height is computed by dividing the NAVD 88
 SZ0017.geopotential number by the normal gravity value computed on the
 SZ0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SZ0017.degrees latitude (g = 980.6199 gals.).
 SZ0017
 SZ0017.The modeled gravity was interpolated from observed gravity values.
 SZ0017
 SZ0017
 SZ0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16UCU0639822267(NAD 83)
 SZ0017
 SZ0017                          SUPERSEDED SURVEY CONTROL
 SZ0017
 SZ0017.No superseded survey control is available for this station.
 SZ0017
 SZ0017_MARKER: DB = BENCH MARK DISK
 SZ0017_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SZ0017_STAMPING: 79U176
 SZ0017_MARK LOGO: ONCADH
 SZ0017_PROJECTION: PROJECTING 36 CENTIMETERS
 SZ0017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SZ0017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SZ0017+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1979
 SZ0017
 SZ0017  HISTORY     - Date     Condition        Report By
 SZ0017  HISTORY     - 1979     MONUMENTED       ONCADH
 SZ0017  HISTORY     - 19790914 GOOD             NGS
 SZ0017
 SZ0017                          STATION DESCRIPTION
 SZ0017
 SZ0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (RKW)
 SZ0017'2.2 MI NW FROM PIGEON RIVER.
 SZ0017'2.0 MILES NORTH ALONG KINGS HIGHWAY 61 FROM THE INTERNATIONAL BRIDGE
 SZ0017'IN PIGEON RIVER, THENCE 0.2 MILE SOUTHWEST ALONG ONTARIO HIGHWAY 593,
 SZ0017'30.6 FT. NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 82.0 FT.
 SZ0017'NORTHWEST OF AND ACROSS THE ROAD FROM POWERLINE POLE NUMBER 3700,
 SZ0017'200.0 FT. WEST OF AND ACROSS THE ROAD FROM A STOP AHEAD SIGN, 200.0
 SZ0017'FT. EAST OF AND ACROSS THE ROAD FROM AN ONTARIO 593 SIGN.
 SZ0017'THE MARK IS 2 FT ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 SZ0016 ***********************************************************************
 SZ0016  DESIGNATION -  79U177
 SZ0016  PID         -  SZ0016
 SZ0016  STATE/COUNTY-  ON/THUNDER BAY
 SZ0016  COUNTRY     -  CANADA
 SZ0016  NTS MAPSHEET-  PIGEON RIVER (2020)
 SZ0016
 SZ0016                         *CURRENT SURVEY CONTROL
 SZ0016  ______________________________________________________________________
 SZ0016* NAD 83(1986) POSITION- 48 00 52.7    (N) 089 36 59.2    (W)   HD_HELD2
 SZ0016* NAVD 88 ORTHO HEIGHT -   243.314 (meters)      798.27  (feet) ADJUSTED
 SZ0016  ______________________________________________________________________
 SZ0016  GEOID HEIGHT    -        -34.347 (meters)                     EGM08
 SZ0016  DYNAMIC HEIGHT  -        243.359 (meters)      798.42  (feet) COMP
 SZ0016  MODELED GRAVITY -    980,789.4   (mgal)                       NAVD 88
 SZ0016
 SZ0016  VERT ORDER      -  FIRST     CLASS II
 SZ0016
 SZ0016.The positional and height information provided upon this datasheet are not
 SZ0016.officially recognized by the Government of Canada, provincial governments
 SZ0016.within Canada, nor are they intended to replace or substitute for them.
 SZ0016.The intent of sharing this data is to allow access to positions or heights
 SZ0016.recognized by the United States Government. Passive control that is used by
 SZ0016.both nations may share the same or similar designations or descriptions but
 SZ0016.do not share official positions or heights. The 'Station Description' may
 SZ0016.originate from a Canadian 'Station Report' and if so contains information
 SZ0016.licensed under the 'Open Government License - Canada'.
 SZ0016
 SZ0016.The horizontal coordinates were established by autonomous hand held GPS
 SZ0016.observations and have an estimated accuracy of +/- 10 meters.
 SZ0016
 SZ0016.The orthometric height was determined by differential leveling and
 SZ0016.adjusted by the NATIONAL GEODETIC SURVEY
 SZ0016.in June 1991.
 SZ0016
 SZ0016.Significant digits in the geoid height do not necessarily reflect accuracy.
 SZ0016
 SZ0016.Click photographs - Photos may exist for this station.
 SZ0016
 SZ0016.The dynamic height is computed by dividing the NAVD 88
 SZ0016.geopotential number by the normal gravity value computed on the
 SZ0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SZ0016.degrees latitude (g = 980.6199 gals.).
 SZ0016
 SZ0016.The modeled gravity was interpolated from observed gravity values.
 SZ0016
 SZ0016
 SZ0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16UCU0488721239(NAD 83)
 SZ0016
 SZ0016                          SUPERSEDED SURVEY CONTROL
 SZ0016
 SZ0016.No superseded survey control is available for this station.
 SZ0016
 SZ0016_MARKER: DB = BENCH MARK DISK
 SZ0016_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SZ0016_STAMPING: 79U177
 SZ0016_MARK LOGO: ONCADH
 SZ0016_PROJECTION: PROJECTING 36 CENTIMETERS
 SZ0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SZ0016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SZ0016+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1979
 SZ0016
 SZ0016  HISTORY     - Date     Condition        Report By
 SZ0016  HISTORY     - 1979     MONUMENTED       ONCADH
 SZ0016  HISTORY     - 19790914 GOOD             NGS
 SZ0016
 SZ0016                          STATION DESCRIPTION
 SZ0016
 SZ0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (RKW)
 SZ0016'3.35 MI NW FROM PIGEON RIVER.
 SZ0016'2.0 MILES NORTH ALONG KINGS HIGHWAY 61 FROM THE INTERNATIONAL BRIDGE
 SZ0016'IN PIGEON RIVER, THENCE 1.35 MILES SOUTHWEST ALONG ONTARIO HIGHWAY
 SZ0016'593, AT MIDDLE FALLS, 35.0 FT. WEST OF THE CENTERLINE OF THE HIGHWAY,
 SZ0016'54.0 FT. NORTHEAST OF THE EXTENDED CENTERLINE OF A DRIVE LEADING TO
 SZ0016'THE FALLS, 76.5 FT. NORTHEAST OF A 12-INCH WOOD CULVERT UNDER A
 SZ0016'PARKING AREA, 83.5 FT. SOUTHWEST OF AND ACROSS THE HIGHWAY FROM
 SZ0016'POWERLINE POLE NUMBER 209.
 SZ0016'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 SZ0013 ***********************************************************************
 SZ0013  DESIGNATION -  79U178
 SZ0013  PID         -  SZ0013
 SZ0013  STATE/COUNTY-  ON/THUNDER BAY
 SZ0013  COUNTRY     -  CANADA
 SZ0013  NTS MAPSHEET-  PIGEON RIVER (2020)
 SZ0013
 SZ0013                         *CURRENT SURVEY CONTROL
 SZ0013  ______________________________________________________________________
 SZ0013* NAD 83(1986) POSITION- 48 00 43.4    (N) 089 37 29.1    (W)   HD_HELD2
 SZ0013* NAVD 88 ORTHO HEIGHT -   245.989 (meters)      807.05  (feet) ADJUSTED
 SZ0013  ______________________________________________________________________
 SZ0013  GEOID HEIGHT    -        -34.310 (meters)                     EGM08
 SZ0013  DYNAMIC HEIGHT  -        246.037 (meters)      807.21  (feet) COMP
 SZ0013  MODELED GRAVITY -    980,800.1   (mgal)                       NAVD 88
 SZ0013
 SZ0013  VERT ORDER      -  FIRST     CLASS II
 SZ0013
 SZ0013.The positional and height information provided upon this datasheet are not
 SZ0013.officially recognized by the Government of Canada, provincial governments
 SZ0013.within Canada, nor are they intended to replace or substitute for them.
 SZ0013.The intent of sharing this data is to allow access to positions or heights
 SZ0013.recognized by the United States Government. Passive control that is used by
 SZ0013.both nations may share the same or similar designations or descriptions but
 SZ0013.do not share official positions or heights. The 'Station Description' may
 SZ0013.originate from a Canadian 'Station Report' and if so contains information
 SZ0013.licensed under the 'Open Government License - Canada'.
 SZ0013
 SZ0013.The horizontal coordinates were established by autonomous hand held GPS
 SZ0013.observations and have an estimated accuracy of +/- 10 meters.
 SZ0013
 SZ0013.The orthometric height was determined by differential leveling and
 SZ0013.adjusted by the NATIONAL GEODETIC SURVEY
 SZ0013.in June 1991.
 SZ0013
 SZ0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 SZ0013
 SZ0013.Click photographs - Photos may exist for this station.
 SZ0013
 SZ0013.The dynamic height is computed by dividing the NAVD 88
 SZ0013.geopotential number by the normal gravity value computed on the
 SZ0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SZ0013.degrees latitude (g = 980.6199 gals.).
 SZ0013
 SZ0013.The modeled gravity was interpolated from observed gravity values.
 SZ0013
 SZ0013
 SZ0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16UCU0425820973(NAD 83)
 SZ0013
 SZ0013                          SUPERSEDED SURVEY CONTROL
 SZ0013
 SZ0013.No superseded survey control is available for this station.
 SZ0013
 SZ0013_MARKER: DB = BENCH MARK DISK
 SZ0013_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SZ0013_STAMPING: 79U178
 SZ0013_MARK LOGO: ONCADH
 SZ0013_PROJECTION: PROJECTING 30 CENTIMETERS
 SZ0013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SZ0013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SZ0013+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1979
 SZ0013
 SZ0013  HISTORY     - Date     Condition        Report By
 SZ0013  HISTORY     - 1979     MONUMENTED       ONCADH
 SZ0013  HISTORY     - 19790914 GOOD             NGS
 SZ0013
 SZ0013                          STATION DESCRIPTION
 SZ0013
 SZ0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (VDN)
 SZ0013'3.9 MI WEST FROM PIGEON RIVER.
 SZ0013'2.0 MILES NORTH ALONG KINGS HIGHWAY 61 FROM THE INTERNATIONAL BRIDGE
 SZ0013'IN PIGEON RIVER, THENCE 1.9 MILES WEST ALONG ONTARIO HIGHWAY 593,
 SZ0013'33.0 FT. NORTH OF THE CENTERLINE OF THE HIGHWAY, 5.1 FT. NORTHEAST
 SZ0013'OF A POWERLINE POLE.
 SZ0013'THE MARK IS 3 FT ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 SZ0012 ***********************************************************************
 SZ0012  DESIGNATION -  79U179
 SZ0012  PID         -  SZ0012
 SZ0012  STATE/COUNTY-  ON/THUNDER BAY
 SZ0012  COUNTRY     -  CANADA
 SZ0012  NTS MAPSHEET-  PIGEON RIVER (2020)
 SZ0012
 SZ0012                         *CURRENT SURVEY CONTROL
 SZ0012  ______________________________________________________________________
 SZ0012* NAD 83(1986) POSITION- 48 00 24.3    (N) 089 38 40.8    (W)   HD_HELD2
 SZ0012* NAVD 88 ORTHO HEIGHT -   251.224 (meters)      824.22  (feet) ADJUSTED
 SZ0012  ______________________________________________________________________
 SZ0012  GEOID HEIGHT    -        -34.221 (meters)                     EGM08
 SZ0012  DYNAMIC HEIGHT  -        251.274 (meters)      824.39  (feet) COMP
 SZ0012  MODELED GRAVITY -    980,804.3   (mgal)                       NAVD 88
 SZ0012
 SZ0012  VERT ORDER      -  FIRST     CLASS II
 SZ0012
 SZ0012.The positional and height information provided upon this datasheet are not
 SZ0012.officially recognized by the Government of Canada, provincial governments
 SZ0012.within Canada, nor are they intended to replace or substitute for them.
 SZ0012.The intent of sharing this data is to allow access to positions or heights
 SZ0012.recognized by the United States Government. Passive control that is used by
 SZ0012.both nations may share the same or similar designations or descriptions but
 SZ0012.do not share official positions or heights. The 'Station Description' may
 SZ0012.originate from a Canadian 'Station Report' and if so contains information
 SZ0012.licensed under the 'Open Government License - Canada'.
 SZ0012
 SZ0012.The horizontal coordinates were established by autonomous hand held GPS
 SZ0012.observations and have an estimated accuracy of +/- 10 meters.
 SZ0012
 SZ0012.The orthometric height was determined by differential leveling and
 SZ0012.adjusted by the NATIONAL GEODETIC SURVEY
 SZ0012.in June 1991.
 SZ0012
 SZ0012.Significant digits in the geoid height do not necessarily reflect accuracy.
 SZ0012
 SZ0012.Click photographs - Photos may exist for this station.
 SZ0012
 SZ0012.The dynamic height is computed by dividing the NAVD 88
 SZ0012.geopotential number by the normal gravity value computed on the
 SZ0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SZ0012.degrees latitude (g = 980.6199 gals.).
 SZ0012
 SZ0012.The modeled gravity was interpolated from observed gravity values.
 SZ0012
 SZ0012
 SZ0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16UCU0275220434(NAD 83)
 SZ0012
 SZ0012                          SUPERSEDED SURVEY CONTROL
 SZ0012
 SZ0012.No superseded survey control is available for this station.
 SZ0012
 SZ0012_MARKER: DB = BENCH MARK DISK
 SZ0012_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SZ0012_STAMPING: 79U179
 SZ0012_MARK LOGO: ONCADH
 SZ0012_PROJECTION: PROJECTING 30 CENTIMETERS
 SZ0012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SZ0012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SZ0012+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1979
 SZ0012
 SZ0012  HISTORY     - Date     Condition        Report By
 SZ0012  HISTORY     - 1979     MONUMENTED       ONCADH
 SZ0012  HISTORY     - 19790914 GOOD             NGS
 SZ0012
 SZ0012                          STATION DESCRIPTION
 SZ0012
 SZ0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (VDN)
 SZ0012'4.95 MI WEST FROM PIGEON RIVER.
 SZ0012'2.0 MILES NORTH ALONG KINGS HIGHWAY 61 FROM THE INTERNATIONAL BRIDGE
 SZ0012'IN PIGEON RIVER, THENCE 2.95 MILES WEST ALONG ONTARIO HIGHWAY 593,
 SZ0012'32.0 FT. NORTH OF THE CENTERLINE OF THE HIGHWAY, 30.0 FT. EAST OF
 SZ0012'A WHITE RIGHT-OF-WAY SIGN, 121.0 FT. NORTHWEST OF AND ACROSS THE
 SZ0012'HIGHWAY FROM A 60 KM/HR CURVE SIGN, 31.0 FT. EAST-NORTHEAST OF A
 SZ0012'24-INCH PIPE CULVERT.
 SZ0012'THE MARK IS 1 FT ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 SZ0011 ***********************************************************************
 SZ0011  DESIGNATION -  79U180
 SZ0011  PID         -  SZ0011
 SZ0011  STATE/COUNTY-  ON/THUNDER BAY
 SZ0011  COUNTRY     -  CANADA
 SZ0011  NTS MAPSHEET-  PIGEON RIVER (2020)
 SZ0011
 SZ0011                         *CURRENT SURVEY CONTROL
 SZ0011  ______________________________________________________________________
 SZ0011* NAD 83(1986) POSITION- 48 00 29.8    (N) 089 39 19.2    (W)   HD_HELD2
 SZ0011* NAVD 88 ORTHO HEIGHT -   269.521 (meters)      884.25  (feet) ADJUSTED
 SZ0011  ______________________________________________________________________
 SZ0011  GEOID HEIGHT    -        -34.187 (meters)                     EGM08
 SZ0011  DYNAMIC HEIGHT  -        269.574 (meters)      884.43  (feet) COMP
 SZ0011  MODELED GRAVITY -    980,803.7   (mgal)                       NAVD 88
 SZ0011
 SZ0011  VERT ORDER      -  FIRST     CLASS II
 SZ0011
 SZ0011.The positional and height information provided upon this datasheet are not
 SZ0011.officially recognized by the Government of Canada, provincial governments
 SZ0011.within Canada, nor are they intended to replace or substitute for them.
 SZ0011.The intent of sharing this data is to allow access to positions or heights
 SZ0011.recognized by the United States Government. Passive control that is used by
 SZ0011.both nations may share the same or similar designations or descriptions but
 SZ0011.do not share official positions or heights. The 'Station Description' may
 SZ0011.originate from a Canadian 'Station Report' and if so contains information
 SZ0011.licensed under the 'Open Government License - Canada'.
 SZ0011
 SZ0011.The horizontal coordinates were established by autonomous hand held GPS
 SZ0011.observations and have an estimated accuracy of +/- 10 meters.
 SZ0011
 SZ0011.The orthometric height was determined by differential leveling and
 SZ0011.adjusted by the NATIONAL GEODETIC SURVEY
 SZ0011.in June 1991.
 SZ0011
 SZ0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 SZ0011
 SZ0011.Click photographs - Photos may exist for this station.
 SZ0011
 SZ0011.The dynamic height is computed by dividing the NAVD 88
 SZ0011.geopotential number by the normal gravity value computed on the
 SZ0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SZ0011.degrees latitude (g = 980.6199 gals.).
 SZ0011
 SZ0011.The modeled gravity was interpolated from observed gravity values.
 SZ0011
 SZ0011
 SZ0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16UCU0196320632(NAD 83)
 SZ0011
 SZ0011                          SUPERSEDED SURVEY CONTROL
 SZ0011
 SZ0011.No superseded survey control is available for this station.
 SZ0011
 SZ0011_MARKER: DB = BENCH MARK DISK
 SZ0011_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SZ0011_STAMPING: 79U180
 SZ0011_MARK LOGO: ONCADH
 SZ0011_PROJECTION: PROJECTING 25 CENTIMETERS
 SZ0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SZ0011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SZ0011+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1979
 SZ0011
 SZ0011  HISTORY     - Date     Condition        Report By
 SZ0011  HISTORY     - 1979     MONUMENTED       ONCADH
 SZ0011  HISTORY     - 19790920 GOOD             NGS
 SZ0011
 SZ0011                          STATION DESCRIPTION
 SZ0011
 SZ0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SZ0011'5.7 MI WEST FROM PIGEON RIVER.
 SZ0011'2.0 MILES NORTH ALONG KINGS HIGHWAY 61 FROM THE INTERNATIONAL BRIDGE
 SZ0011'IN PIGEON RIVER, THENCE 3.7 MILES WEST ALONG ONTARIO HIGHWAY 593,
 SZ0011'AT THE SOUTHEAST END OF A PULL OFF AREA, 32.0 FT. NORTHEAST OF THE
 SZ0011'CENTERLINE OF THE HIGHWAY, 19.7 FT. NORTHWEST OF A POWERLINE POLE
 SZ0011'WITH A GUY POLE.
 SZ0011'THE MARK IS 2 FT ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 SZ0010 ***********************************************************************
 SZ0010  DESIGNATION -  79U181
 SZ0010  PID         -  SZ0010
 SZ0010  STATE/COUNTY-  ON/THUNDER BAY
 SZ0010  COUNTRY     -  CANADA
 SZ0010  NTS MAPSHEET-  PIGEON RIVER (2020)
 SZ0010
 SZ0010                         *CURRENT SURVEY CONTROL
 SZ0010  ______________________________________________________________________
 SZ0010* NAD 83(1986) POSITION- 48 00 47.9    (N) 089 39 25.7    (W)   HD_HELD2
 SZ0010* NAVD 88 ORTHO HEIGHT -   293.412 (meters)      962.64  (feet) ADJUSTED
 SZ0010  ______________________________________________________________________
 SZ0010  GEOID HEIGHT    -        -34.199 (meters)                     EGM08
 SZ0010  DYNAMIC HEIGHT  -        293.470 (meters)      962.83  (feet) COMP
 SZ0010  MODELED GRAVITY -    980,800.4   (mgal)                       NAVD 88
 SZ0010
 SZ0010  VERT ORDER      -  FIRST     CLASS II
 SZ0010
 SZ0010.The positional and height information provided upon this datasheet are not
 SZ0010.officially recognized by the Government of Canada, provincial governments
 SZ0010.within Canada, nor are they intended to replace or substitute for them.
 SZ0010.The intent of sharing this data is to allow access to positions or heights
 SZ0010.recognized by the United States Government. Passive control that is used by
 SZ0010.both nations may share the same or similar designations or descriptions but
 SZ0010.do not share official positions or heights. The 'Station Description' may
 SZ0010.originate from a Canadian 'Station Report' and if so contains information
 SZ0010.licensed under the 'Open Government License - Canada'.
 SZ0010
 SZ0010.The horizontal coordinates were established by autonomous hand held GPS
 SZ0010.observations and have an estimated accuracy of +/- 10 meters.
 SZ0010
 SZ0010.The orthometric height was determined by differential leveling and
 SZ0010.adjusted by the NATIONAL GEODETIC SURVEY
 SZ0010.in June 1991.
 SZ0010
 SZ0010.Significant digits in the geoid height do not necessarily reflect accuracy.
 SZ0010
 SZ0010.Click photographs - Photos may exist for this station.
 SZ0010
 SZ0010.The dynamic height is computed by dividing the NAVD 88
 SZ0010.geopotential number by the normal gravity value computed on the
 SZ0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SZ0010.degrees latitude (g = 980.6199 gals.).
 SZ0010
 SZ0010.The modeled gravity was interpolated from observed gravity values.
 SZ0010
 SZ0010
 SZ0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16UCU0184721195(NAD 83)
 SZ0010
 SZ0010                          SUPERSEDED SURVEY CONTROL
 SZ0010
 SZ0010.No superseded survey control is available for this station.
 SZ0010
 SZ0010_MARKER: DB = BENCH MARK DISK
 SZ0010_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SZ0010_STAMPING: 79U181
 SZ0010_MARK LOGO: ONCADH
 SZ0010_PROJECTION: PROJECTING 25 CENTIMETERS
 SZ0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SZ0010
 SZ0010  HISTORY     - Date     Condition        Report By
 SZ0010  HISTORY     - 1979     MONUMENTED       ONCADH
 SZ0010  HISTORY     - 19790905 GOOD             NGS
 SZ0010
 SZ0010                          STATION DESCRIPTION
 SZ0010
 SZ0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (RKW)
 SZ0010'6.1 MI WEST FROM PIGEON RIVER.
 SZ0010'2.0 MILES NORTH ALONG KINGS HIGHWAY 61 FROM THE INTERNATIONAL BRIDGE
 SZ0010'IN PIGEON RIVER, THENCE 4.1 MILES WEST ALONG ONTARIO HIGHWAY 593,
 SZ0010'AT THE TOP OF A HILL, 33.0 FT. NORTHEAST OF THE CENTERLINE OF THE
 SZ0010'HIGHWAY, 80.5 FT. EAST OF AND ACROSS THE HIGHWAY FROM A POWERLINE
 SZ0010'POLE, 9.0 FT. SOUTH OF A 10-INCH WHITE BIRCH TREE.
 SZ0010'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 SZ0009 ***********************************************************************
 SZ0009  DESIGNATION -  79U182
 SZ0009  PID         -  SZ0009
 SZ0009  STATE/COUNTY-  ON/THUNDER BAY
 SZ0009  COUNTRY     -  CANADA
 SZ0009  NTS MAPSHEET-  PIGEON RIVER (2020)
 SZ0009
 SZ0009                         *CURRENT SURVEY CONTROL
 SZ0009  ______________________________________________________________________
 SZ0009* NAD 83(1986) POSITION- 48 01 14.2    (N) 089 39 43.1    (W)   HD_HELD2
 SZ0009* NAVD 88 ORTHO HEIGHT -   315.821 (meters)     1036.16  (feet) ADJUSTED
 SZ0009  ______________________________________________________________________
 SZ0009  GEOID HEIGHT    -        -34.208 (meters)                     EGM08
 SZ0009  DYNAMIC HEIGHT  -        315.882 (meters)     1036.36  (feet) COMP
 SZ0009  MODELED GRAVITY -    980,795.8   (mgal)                       NAVD 88
 SZ0009
 SZ0009  VERT ORDER      -  FIRST     CLASS II
 SZ0009
 SZ0009.The positional and height information provided upon this datasheet are not
 SZ0009.officially recognized by the Government of Canada, provincial governments
 SZ0009.within Canada, nor are they intended to replace or substitute for them.
 SZ0009.The intent of sharing this data is to allow access to positions or heights
 SZ0009.recognized by the United States Government. Passive control that is used by
 SZ0009.both nations may share the same or similar designations or descriptions but
 SZ0009.do not share official positions or heights. The 'Station Description' may
 SZ0009.originate from a Canadian 'Station Report' and if so contains information
 SZ0009.licensed under the 'Open Government License - Canada'.
 SZ0009
 SZ0009.The horizontal coordinates were established by autonomous hand held GPS
 SZ0009.observations and have an estimated accuracy of +/- 10 meters.
 SZ0009
 SZ0009.The orthometric height was determined by differential leveling and
 SZ0009.adjusted by the NATIONAL GEODETIC SURVEY
 SZ0009.in June 1991.
 SZ0009
 SZ0009.Significant digits in the geoid height do not necessarily reflect accuracy.
 SZ0009
 SZ0009.Click photographs - Photos may exist for this station.
 SZ0009
 SZ0009.The dynamic height is computed by dividing the NAVD 88
 SZ0009.geopotential number by the normal gravity value computed on the
 SZ0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SZ0009.degrees latitude (g = 980.6199 gals.).
 SZ0009
 SZ0009.The modeled gravity was interpolated from observed gravity values.
 SZ0009
 SZ0009
 SZ0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16UCU0151522019(NAD 83)
 SZ0009
 SZ0009                          SUPERSEDED SURVEY CONTROL
 SZ0009
 SZ0009.No superseded survey control is available for this station.
 SZ0009
 SZ0009_MARKER: DB = BENCH MARK DISK
 SZ0009_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SZ0009_STAMPING: 79U182
 SZ0009_MARK LOGO: ONCADH
 SZ0009_PROJECTION: PROJECTING 41 CENTIMETERS
 SZ0009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SZ0009
 SZ0009  HISTORY     - Date     Condition        Report By
 SZ0009  HISTORY     - 1979     MONUMENTED       ONCADH
 SZ0009  HISTORY     - 1979     GOOD             NGS
 SZ0009
 SZ0009                          STATION DESCRIPTION
 SZ0009
 SZ0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SZ0009'6.7 MI WEST FROM PIGEON RIVER.
 SZ0009'2.0 MILES NORTH ALONG KINGS HIGHWAY 61 FROM THE INTERNATIONAL BRIDGE
 SZ0009'IN PIGEON RIVER, THENCE 4.7 MILES WEST ALONG ONTARIO HIGHWAY 593,
 SZ0009'0.95 MILE EAST OF THE T-JUNCTION OF DEVON ROAD (HIGHWAY 593), 35.0 FT.
 SZ0009'EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 74.0 FT. SOUTHEAST
 SZ0009'OF A CULVERT, 90.0 FT. SOUTHEAST OF A CURVE SIGN, 0.5 FT. NORTHEAST
 SZ0009'OF AN EMBEDDED BOULDER.
 SZ0009'THE MARK IS 6 FT BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 SZ0008 ***********************************************************************
 SZ0008  DESIGNATION -  79U183
 SZ0008  PID         -  SZ0008
 SZ0008  STATE/COUNTY-  ON/THUNDER BAY
 SZ0008  COUNTRY     -  CANADA
 SZ0008  NTS MAPSHEET-  PIGEON RIVER (2020)
 SZ0008
 SZ0008                         *CURRENT SURVEY CONTROL
 SZ0008  ______________________________________________________________________
 SZ0008* NAD 83(1986) POSITION- 48 01 15.4    (N) 089 40 57.9    (W)   HD_HELD2
 SZ0008* NAVD 88 ORTHO HEIGHT -   319.151 (meters)     1047.08  (feet) ADJUSTED
 SZ0008  ______________________________________________________________________
 SZ0008  GEOID HEIGHT    -        -34.133 (meters)                     EGM08
 SZ0008  DYNAMIC HEIGHT  -        319.213 (meters)     1047.28  (feet) COMP
 SZ0008  MODELED GRAVITY -    980,796.9   (mgal)                       NAVD 88
 SZ0008
 SZ0008  VERT ORDER      -  FIRST     CLASS II
 SZ0008
 SZ0008.The positional and height information provided upon this datasheet are not
 SZ0008.officially recognized by the Government of Canada, provincial governments
 SZ0008.within Canada, nor are they intended to replace or substitute for them.
 SZ0008.The intent of sharing this data is to allow access to positions or heights
 SZ0008.recognized by the United States Government. Passive control that is used by
 SZ0008.both nations may share the same or similar designations or descriptions but
 SZ0008.do not share official positions or heights. The 'Station Description' may
 SZ0008.originate from a Canadian 'Station Report' and if so contains information
 SZ0008.licensed under the 'Open Government License - Canada'.
 SZ0008
 SZ0008.The horizontal coordinates were established by autonomous hand held GPS
 SZ0008.observations and have an estimated accuracy of +/- 10 meters.
 SZ0008
 SZ0008.The orthometric height was determined by differential leveling and
 SZ0008.adjusted by the NATIONAL GEODETIC SURVEY
 SZ0008.in June 1991.
 SZ0008
 SZ0008.Significant digits in the geoid height do not necessarily reflect accuracy.
 SZ0008
 SZ0008.Click photographs - Photos may exist for this station.
 SZ0008
 SZ0008.The dynamic height is computed by dividing the NAVD 88
 SZ0008.geopotential number by the normal gravity value computed on the
 SZ0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SZ0008.degrees latitude (g = 980.6199 gals.).
 SZ0008
 SZ0008.The modeled gravity was interpolated from observed gravity values.
 SZ0008
 SZ0008
 SZ0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16UBU9996722110(NAD 83)
 SZ0008
 SZ0008                          SUPERSEDED SURVEY CONTROL
 SZ0008
 SZ0008.No superseded survey control is available for this station.
 SZ0008
 SZ0008_MARKER: DB = BENCH MARK DISK
 SZ0008_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SZ0008_STAMPING: 79U183
 SZ0008_PROJECTION: PROJECTING 25 CENTIMETERS
 SZ0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SZ0008
 SZ0008  HISTORY     - Date     Condition        Report By
 SZ0008  HISTORY     - 1979     MONUMENTED       ONCADH
 SZ0008  HISTORY     - 19790915 GOOD             NGS
 SZ0008
 SZ0008                          STATION DESCRIPTION
 SZ0008
 SZ0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (RKW)
 SZ0008'7.7 MI WEST FROM PIGEON RIVER.
 SZ0008'2.0 MILES NORTH ALONG KINGS HIGHWAY 61 FROM THE INTERNATIONAL BRIDGE
 SZ0008'IN PIGEON RIVER, THENCE 5.65 MILES WEST ALONG ONTARIO HIGHWAY 593,
 SZ0008'THENCE 0.05 MILE WEST ALONG THE OLD INTERNATIONAL HIGHWAY, 0.05 MILE
 SZ0008'WEST OF THE T-JUNCTION OF DEVON ROAD (HIGHWAY 593), 34.0 FT. NORTH
 SZ0008'OF THE CENTERLINE OF THE HIGHWAY, 60.6 FT. WEST OF A POWERLINE GUY
 SZ0008'POLE.
 SZ0008'THE MARK IS 2 FT BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 SZ0007 ***********************************************************************
 SZ0007  DESIGNATION -  79U184
 SZ0007  PID         -  SZ0007
 SZ0007  STATE/COUNTY-  ON/THUNDER BAY
 SZ0007  COUNTRY     -  CANADA
 SZ0007  NTS MAPSHEET-  PIGEON RIVER (2020)
 SZ0007
 SZ0007                         *CURRENT SURVEY CONTROL
 SZ0007  ______________________________________________________________________
 SZ0007* NAD 83(1986) POSITION- 48 00 59.9    (N) 089 42 14.4    (W)   HD_HELD2
 SZ0007* NAVD 88 ORTHO HEIGHT -   321.511 (meters)     1054.82  (feet) ADJUSTED
 SZ0007  ______________________________________________________________________
 SZ0007  GEOID HEIGHT    -        -34.035 (meters)                     EGM08
 SZ0007  DYNAMIC HEIGHT  -        321.574 (meters)     1055.03  (feet) COMP
 SZ0007  MODELED GRAVITY -    980,797.6   (mgal)                       NAVD 88
 SZ0007
 SZ0007  VERT ORDER      -  FIRST     CLASS II
 SZ0007
 SZ0007.The positional and height information provided upon this datasheet are not
 SZ0007.officially recognized by the Government of Canada, provincial governments
 SZ0007.within Canada, nor are they intended to replace or substitute for them.
 SZ0007.The intent of sharing this data is to allow access to positions or heights
 SZ0007.recognized by the United States Government. Passive control that is used by
 SZ0007.both nations may share the same or similar designations or descriptions but
 SZ0007.do not share official positions or heights. The 'Station Description' may
 SZ0007.originate from a Canadian 'Station Report' and if so contains information
 SZ0007.licensed under the 'Open Government License - Canada'.
 SZ0007
 SZ0007.The horizontal coordinates were established by autonomous hand held GPS
 SZ0007.observations and have an estimated accuracy of +/- 10 meters.
 SZ0007
 SZ0007.The orthometric height was determined by differential leveling and
 SZ0007.adjusted by the NATIONAL GEODETIC SURVEY
 SZ0007.in June 1991.
 SZ0007
 SZ0007.Significant digits in the geoid height do not necessarily reflect accuracy.
 SZ0007
 SZ0007.Click photographs - Photos may exist for this station.
 SZ0007
 SZ0007.The dynamic height is computed by dividing the NAVD 88
 SZ0007.geopotential number by the normal gravity value computed on the
 SZ0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SZ0007.degrees latitude (g = 980.6199 gals.).
 SZ0007
 SZ0007.The modeled gravity was interpolated from observed gravity values.
 SZ0007
 SZ0007
 SZ0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16UBU9836621687(NAD 83)
 SZ0007
 SZ0007                          SUPERSEDED SURVEY CONTROL
 SZ0007
 SZ0007.No superseded survey control is available for this station.
 SZ0007
 SZ0007_MARKER: DB = BENCH MARK DISK
 SZ0007_SETTING: 66 = SET IN ROCK OUTCROP
 SZ0007_STAMPING: 79U184
 SZ0007_MARK LOGO: GSC
 SZ0007_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SZ0007+STABILITY: POSITION/ELEVATION WELL
 SZ0007
 SZ0007  HISTORY     - Date     Condition        Report By
 SZ0007  HISTORY     - 1979     MONUMENTED       ONCADH
 SZ0007  HISTORY     - 1988     GOOD             GSC
 SZ0007
 SZ0007                          STATION DESCRIPTION
 SZ0007
 SZ0007'DESCRIBED BY ONTARIO CANADA DEPARTMENT OF HIGHWAYS 1979
 SZ0007'8.8 MI WEST FROM PIGEON RIVER.
 SZ0007'2.0 MILES NORTH ALONG KINGS HIGHWAY 61 FROM THE INTERNATIONAL BRIDGE
 SZ0007'IN PIGEON RIVER, THENCE 5.65 MILES WEST ALONG ONTARIO HIGHWAY 593,
 SZ0007'THENCE 1.15 MILES WEST ALONG THE OLD INTERNATIONAL HIGHWAY, AT THE
 SZ0007'T-JUNCTION OF A GRAVEL ROAD LEADING NORTHWEST, IN THE TOP OF A
 SZ0007'4-FT. BY 5-FT. ROCK OUTCROP, 29.0 FT. NORTHWEST OF THE CENTERLINE
 SZ0007'OF THE HIGHWAY, 68.0 FT. NORTHEAST OF A WHITE RIGHT-OF-WAY POST,
 SZ0007'50.0 FT. SOUTHWEST OF THE CENTER OF THE GRAVEL ROAD.  NOTE-DISK WAS
 SZ0007'SET BY THIS PARTY AND IS A GSC DISK WITH A GSC STAMPING.
 SZ0007'THE MARK IS 3 FT ABOVE THE HIGHWAY.
 SZ0007
 SZ0007                          STATION RECOVERY (1988)
 SZ0007
 SZ0007'RECOVERY NOTE BY GEODETIC SURVEY OF CANADA 1988 (UNK)
 SZ0007'THE TABLET IS LOCATED ABOUT 161.8 KM (100.6 MI) EAST-SOUTHEAST OF
 SZ0007'ATIKOKAN, 156.8 KM (97.5 MI) SOUTHWEST OF NIPIGON AND 58.2 KM (36.2
 SZ0007'MI) SOUTHWEST OF THUNDER BAY.
 SZ0007'
 SZ0007'THE TABLET IS LOCATED IN A ROCK OUTCROP ALONG OLD HIGHWAY 61, 10.9 KM
 SZ0007'(6.8 MI) WEST OF THE JUNCTION OF NEW HIGHWAY 61 AND HIGHWAY 593, 1.8
 SZ0007'KM (1.1 MI) WEST OF THE JUNCTION WITH HIGHWAY 593.
 SZ0007'
 SZ0007'THE TABLET IS FOUND 20.7 M (67.9 FT) NORTHEAST OF WHITE RIGHT-OF-WAY
 SZ0007'POST, 15 M (49.2 FT) SOUTHWEST OF AN APPROACH ROAD CENTRE LINE, 9 M
 SZ0007'(29.5 FT) NORTHWEST OF HIGHWAY CENTRE LINE AND 1 M (3.3 FT) HIGHER
 SZ0007'THAN THE ROAD LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 SZ0006 ***********************************************************************
 SZ0006  DESIGNATION -  79U185
 SZ0006  PID         -  SZ0006
 SZ0006  STATE/COUNTY-  ON/THUNDER BAY
 SZ0006  COUNTRY     -  CANADA
 SZ0006  NTS MAPSHEET-  PIGEON RIVER (2020)
 SZ0006
 SZ0006                         *CURRENT SURVEY CONTROL
 SZ0006  ______________________________________________________________________
 SZ0006* NAD 83(1986) POSITION- 48 00 38.1    (N) 089 42 29.7    (W)   HD_HELD2
 SZ0006* NAVD 88 ORTHO HEIGHT -   285.610 (meters)      937.04  (feet) ADJUSTED
 SZ0006  ______________________________________________________________________
 SZ0006  GEOID HEIGHT    -        -33.993 (meters)                     EGM08
 SZ0006  DYNAMIC HEIGHT  -        285.666 (meters)      937.22  (feet) COMP
 SZ0006  MODELED GRAVITY -    980,799.9   (mgal)                       NAVD 88
 SZ0006
 SZ0006  VERT ORDER      -  FIRST     CLASS II
 SZ0006
 SZ0006.The positional and height information provided upon this datasheet are not
 SZ0006.officially recognized by the Government of Canada, provincial governments
 SZ0006.within Canada, nor are they intended to replace or substitute for them.
 SZ0006.The intent of sharing this data is to allow access to positions or heights
 SZ0006.recognized by the United States Government. Passive control that is used by
 SZ0006.both nations may share the same or similar designations or descriptions but
 SZ0006.do not share official positions or heights. The 'Station Description' may
 SZ0006.originate from a Canadian 'Station Report' and if so contains information
 SZ0006.licensed under the 'Open Government License - Canada'.
 SZ0006
 SZ0006.The horizontal coordinates were established by autonomous hand held GPS
 SZ0006.observations and have an estimated accuracy of +/- 10 meters.
 SZ0006
 SZ0006.The orthometric height was determined by differential leveling and
 SZ0006.adjusted by the NATIONAL GEODETIC SURVEY
 SZ0006.in June 1991.
 SZ0006
 SZ0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 SZ0006
 SZ0006.Click photographs - Photos may exist for this station.
 SZ0006
 SZ0006.The dynamic height is computed by dividing the NAVD 88
 SZ0006.geopotential number by the normal gravity value computed on the
 SZ0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SZ0006.degrees latitude (g = 980.6199 gals.).
 SZ0006
 SZ0006.The modeled gravity was interpolated from observed gravity values.
 SZ0006
 SZ0006
 SZ0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16UBU9802521025(NAD 83)
 SZ0006
 SZ0006                          SUPERSEDED SURVEY CONTROL
 SZ0006
 SZ0006.No superseded survey control is available for this station.
 SZ0006
 SZ0006_MARKER: DB = BENCH MARK DISK
 SZ0006_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 SZ0006_SP_SET: ABUTMENT ON BEDROCK
 SZ0006_STAMPING: 79U185
 SZ0006_MARK LOGO: GSC
 SZ0006_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SZ0006+STABILITY: POSITION/ELEVATION WELL
 SZ0006
 SZ0006  HISTORY     - Date     Condition        Report By
 SZ0006  HISTORY     - 1979     MONUMENTED       ONCADH
 SZ0006  HISTORY     - 1988     GOOD             GSC
 SZ0006
 SZ0006                          STATION DESCRIPTION
 SZ0006
 SZ0006'DESCRIBED BY ONTARIO CANADA DEPARTMENT OF HIGHWAYS 1979
 SZ0006'9.25 MI WEST FROM PIGEON RIVER.
 SZ0006'2.0 MILES NORTH ALONG KINGS HIGHWAY 61 FROM THE INTERNATIONAL BRIDGE
 SZ0006'IN PIGEON RIVER, THENCE 5.65 MILES WEST ALONG ONTARIO HIGHWAY 593,
 SZ0006'THENCE 1.6 MILES WEST ALONG THE OLD INTERNATIONAL HIGHWAY, AT THE OLD
 SZ0006'INTERNATIONAL BRIDGE, IN TOP OF THE WEST END OF THE NORTH ABUTMENT,
 SZ0006'9.0 FT. WEST OF THE CENTERLINE OF THE OLD HIGHWAY, 8.5 FT. EAST OF
 SZ0006'THE WEST END OF THE ABUTMENT, 22.5 FT. SOUTH OF THE WEST END OF A
 SZ0006'GUARDRAIL BLOCKING THE HIGHWAY, 11.5 FT. SOUTH OF A 4-INCH BY
 SZ0006'8-INCH METAL POST.  NOTE-DISK WAS SET BY THIS PARTY AND IS A
 SZ0006'GSC DISK WITH A GSC STAMPING.
 SZ0006'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 SZ0006
 SZ0006                          STATION RECOVERY (1988)
 SZ0006
 SZ0006'RECOVERY NOTE BY GEODETIC SURVEY OF CANADA 1988 (UNK)
 SZ0006'THE TABLET IS LOCATED ABOUT 161.8 KM (100.6 MI) EAST-SOUTHEAST OF
 SZ0006'ATIKOKAN, 157.5 KM (97.9 MI) SOUTHWEST OF NIPIGON, 59.0 KM (36.7 MI)
 SZ0006'SOUTHWEST OF THUNDER BAY AND IN PIGEON CREEK.
 SZ0006'
 SZ0006'THE TABLET IS LOCATED AT THE DISMANTLED BRIDGE OVER PIGEON RIVER AT
 SZ0006'THE OLD INTERNATIONAL CROSSING ALONG OLD HIGHWAY 61 (BORDER ROAD),
 SZ0006'11.7 KM (7.3 MI) WEST OF THE JUNCTION OF NEW HIGHWAY 61 AND HIGHWAY
 SZ0006'593, 2.6 KM (1.6 MI) WEST OF THE JUNCTION OF HIGHWAY 593 AND OLD
 SZ0006'HIGHWAY 61.
 SZ0006'
 SZ0006'THE TABLET IS FOUND IN THE TOP OF WEST END OF NORTH CONCRETE ABUTMENT,
 SZ0006'7 M (23.0 FT) SOUTH OF THE WEST END OF THE GUARD RAIL BLOCKING
 SZ0006'HIGHWAY, 2.7 M (8.9 FT) WEST OF OLD HIGHWAY CENTRE LINE AND 2.6 M (8.5
 SZ0006'FT) FROM WEST EDGE OF ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DL5283 ***********************************************************************
 DL5283  DESIGNATION -  8 C
 DL5283  PID         -  DL5283
 DL5283  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 DL5283  COUNTRY     -  CANADA
 DL5283  NTS MAPSHEET-  CORNWALL (2020)
 DL5283
 DL5283                         *CURRENT SURVEY CONTROL
 DL5283  ______________________________________________________________________
 DL5283* NAD 83(1986) POSITION- 45 00 28.08   (N) 074 47 35.15   (W)   HD_HELD1
 DL5283* NAVD 88 ORTHO HEIGHT -    77.899 (meters)      255.57  (feet) ADJUSTED
 DL5283  ______________________________________________________________________
 DL5283  GEOID HEIGHT    -        -31.517 (meters)                     EGM08
 DL5283  DYNAMIC HEIGHT  -         77.898 (meters)      255.57  (feet) COMP
 DL5283  MODELED GRAVITY -    980,598.7   (mgal)                       NAVD 88
 DL5283
 DL5283  VERT ORDER      -  FIRST     CLASS II
 DL5283
 DL5283.The positional and height information provided upon this datasheet are not
 DL5283.officially recognized by the Government of Canada, provincial governments
 DL5283.within Canada, nor are they intended to replace or substitute for them.
 DL5283.The intent of sharing this data is to allow access to positions or heights
 DL5283.recognized by the United States Government. Passive control that is used by
 DL5283.both nations may share the same or similar designations or descriptions but
 DL5283.do not share official positions or heights. The 'Station Description' may
 DL5283.originate from a Canadian 'Station Report' and if so contains information
 DL5283.licensed under the 'Open Government License - Canada'.
 DL5283
 DL5283.The horizontal coordinates were determined by differentially corrected
 DL5283.hand held GPS observations or other comparable positioning techniques
 DL5283.and have an estimated accuracy of +/- 3 meters.
 DL5283
 DL5283.The orthometric height was determined by differential leveling and
 DL5283.adjusted by the NATIONAL GEODETIC SURVEY
 DL5283.in March 2024.
 DL5283
 DL5283.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5283
 DL5283.Click photographs - Photos may exist for this station.
 DL5283
 DL5283.The dynamic height is computed by dividing the NAVD 88
 DL5283.geopotential number by the normal gravity value computed on the
 DL5283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5283.degrees latitude (g = 980.6199 gals.).
 DL5283
 DL5283.The modeled gravity was interpolated from observed gravity values.
 DL5283
 DL5283
 DL5283_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1630483837(NAD 83)
 DL5283
 DL5283                          SUPERSEDED SURVEY CONTROL
 DL5283
 DL5283  NAVD 88 (10/14/09)   77.889  (m)          255.54   (f) SUPERSEDED  1 2
 DL5283
 DL5283.Superseded values are not recommended for survey control.
 DL5283
 DL5283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5283.See file dsdata.pdf to determine how the superseded data were derived.
 DL5283
 DL5283_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DL5283_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL5283_SP_SET: DAM DECK
 DL5283_MARK LOGO: NONE
 DL5283_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5283+STABILITY: SURFACE MOTION
 DL5283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5283+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2022
 DL5283
 DL5283  HISTORY     - Date     Condition        Report By
 DL5283  HISTORY     - 1958     MONUMENTED       ONTAPW
 DL5283  HISTORY     - 20220912 GOOD             NGS
 DL5283
 DL5283                          STATION DESCRIPTION
 DL5283
 DL5283'DESCRIBED BY ONTARIO POWER GENERATION 1958
 DL5283'THE MARK IS LOCATED ABOUT 3.26 MI (5.2 KM) SOUTHWEST OF CORNWALL,
 DL5283'ONT., 7.25 MI (11.7 KM) NORTH NORTHEAST OF MASSENA, NY.
 DL5283'OWNERSHIP--ONTARIO POWER GENERATION.  CONTACT THE ENGINEERING
 DL5283'DEPARTMENT AT 613-932-3072 TO OBTAIN PERMISSION TO ACCESS THE MARK.
 DL5283'
 DL5283'BM 8-C IS THE HIGHEST POINT OF A 2-INCH (5 CM) BRASS HEX DISK SET
 DL5283'FLUSH IN THE CONCRETE DECK OF THE TOP OF THE HEADWORK.
 DL5283'
 DL5283'IT IS 6.54 M (21.5 FT) WEST OF THE SOUTHWEST CORNER OF HEAD GATE HATCH
 DL5283'COVER 8C AND 0.44 M (1.4 FT) WEST OF THE WESTERNMOST RAIL OF THE
 DL5283'OVERHEAD GANTRY CRANE.
 DL5283'
 DL5283'NOTE-NO STAMPING ON DISK.
 DL5283
 DL5283                          STATION RECOVERY (2022)
 DL5283
 DL5283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (JAO)
 DL5283'MARK IS LOCATED 4.9 KM (3.0 MI) WEST-SOUTHWEST OF THE CORNWALL,
 DL5283'ONTARIO, CANADA CITY HALL AND WITHIN THE GROUNDS FOR THE ROBERT H.
 DL5283'SAUNDERS POWER DAM, ST. LAWRENCE GENERATING STATION, OPERATED BY
 DL5283'ONTARIO POWER GENERATION (OPG).
 DL5283'
 DL5283'CONTACT THE ENGINEERING DEPARTMENT AT 613-932-3072 TO OBTAIN
 DL5283'PERMISSION TO ACCESS THE MARK.
 DL5283'
 DL5283'8 C IS THE HIGHEST POINT OF A 5 CM (2 INCH) BRASS HEXAGONAL SHAPE DISK
 DL5283'SET FLUSH IN THE CONCRETE DECK ON THE NORTHWEST SIDE AND ON THE TOP OF
 DL5283'THE HEADWORKS.
 DL5283'
 DL5283'IT IS 6.80 M (22.6 FT) WEST NORTHWEST OF THE NORTHWEST CORNER OF
 DL5283'HEADGATE HATCH COVER 9A, 6.54 M (21.4 FT) WEST-SOUTHWEST OF THE
 DL5283'SOUTHWEST CORNER OF HEADGATE HATCH COVER 8C AND 0.44 M (1.5 FT) WEST
 DL5283'OF THE WESTERNMOST RAIL FOR THE OVERHEAD GANTRY CRANE.
 DL5283'
 DL5283'NOTE-NO STAMPING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NE0860 ***********************************************************************
 NE0860  DESIGNATION -  80U006
 NE0860  PID         -  NE0860
 NE0860  STATE/COUNTY-  ON/ESSEX
 NE0860  COUNTRY     -  CANADA
 NE0860  NTS MAPSHEET-  AMHERSTBURG (2020)
 NE0860
 NE0860                         *CURRENT SURVEY CONTROL
 NE0860  ______________________________________________________________________
 NE0860* NAD 83(1986) POSITION- 42 08 13.4    (N) 083 06 56.1    (W)   HD_HELD2
 NE0860* NAVD 88 ORTHO HEIGHT -   177.744 (meters)      583.15  (feet) ADJUSTED
 NE0860  ______________________________________________________________________
 NE0860  GEOID HEIGHT    -        -35.357 (meters)                     EGM08
 NE0860  DYNAMIC HEIGHT  -        177.686 (meters)      582.96  (feet) COMP
 NE0860  MODELED GRAVITY -    980,292.7   (mgal)                       NAVD 88
 NE0860
 NE0860  VERT ORDER      -  FIRST     CLASS II
 NE0860
 NE0860.The positional and height information provided upon this datasheet are not
 NE0860.officially recognized by the Government of Canada, provincial governments
 NE0860.within Canada, nor are they intended to replace or substitute for them.
 NE0860.The intent of sharing this data is to allow access to positions or heights
 NE0860.recognized by the United States Government. Passive control that is used by
 NE0860.both nations may share the same or similar designations or descriptions but
 NE0860.do not share official positions or heights. The 'Station Description' may
 NE0860.originate from a Canadian 'Station Report' and if so contains information
 NE0860.licensed under the 'Open Government License - Canada'.
 NE0860
 NE0860.The horizontal coordinates were established by autonomous hand held GPS
 NE0860.observations and have an estimated accuracy of +/- 10 meters.
 NE0860
 NE0860.The orthometric height was determined by differential leveling and
 NE0860.adjusted by the NATIONAL GEODETIC SURVEY
 NE0860.in June 1991.
 NE0860
 NE0860.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0860
 NE0860.Click photographs - Photos may exist for this station.
 NE0860
 NE0860.The dynamic height is computed by dividing the NAVD 88
 NE0860.geopotential number by the normal gravity value computed on the
 NE0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0860.degrees latitude (g = 980.6199 gals.).
 NE0860
 NE0860.The modeled gravity was interpolated from observed gravity values.
 NE0860
 NE0860
 NE0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2516467159(NAD 83)
 NE0860
 NE0860                          SUPERSEDED SURVEY CONTROL
 NE0860
 NE0860  NGVD 29 (11/26/84)  177.914  (m)          583.71   (f) ADJUSTED    1 2
 NE0860
 NE0860.Superseded values are not recommended for survey control.
 NE0860
 NE0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0860.See file dsdata.pdf to determine how the superseded data were derived.
 NE0860
 NE0860_MARKER: I = METAL ROD
 NE0860_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE0860_STAMPING: 80 U 006
 NE0860_MARK LOGO: GSC
 NE0860_PROJECTION: RECESSED 8 CENTIMETERS
 NE0860_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0860+SATELLITE: SATELLITE OBSERVATIONS - 1988
 NE0860_ROD/PIPE-DEPTH: 3.0 meters
 NE0860
 NE0860  HISTORY     - Date     Condition        Report By
 NE0860  HISTORY     - UNK      MONUMENTED       GSC
 NE0860  HISTORY     - 1980     GOOD             NGS
 NE0860  HISTORY     - 1988     GOOD             GSC
 NE0860
 NE0860                          STATION DESCRIPTION
 NE0860
 NE0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0860'4.2 KM NORTH FROM AMHERSTBURG.
 NE0860'4.2 KILOMETERS (2.6 MILES) NORTH ALONG CANADIAN HIGHWAY 18 FROM THE
 NE0860'MUNICIPAL BUILDING IN AMHERSTBURG TO THE MARK ON THE WEST SIDE OF
 NE0860'THE HIGHWAY, SET BETWEEN A POWER POLE (NO NUMBER) AND ITS GUY WIRE,
 NE0860'DIRECTLY ACROSS HIGHWAY 18 AND IN LINE WITH THE SOUTHWEST CORNER
 NE0860'OF A SINGLE STORY WHITE BRICK HOUSE NUMBER 757, 19.4 METERS (63.6
 NE0860'FEET) NORTH OF THE EAST WOODEN CORNER POST OF A 3 FOOT HIGH WIRE
 NE0860'FENCE FOR THE PROPERTY OF HOUSE NUMBER 744, 8.55 METERS (2.9 FEET)
 NE0860'WEST OF THE CENTER LINE OF HIGHWAY 18, AND 0.55 METER (1.8 FEET)
 NE0860'WEST OF THE POWER POLE, WITH 2 GUY WIRES AND LINES CROSSING THE
 NE0860'HIGHWAY.
 NE0860'THE MARK IS ABOVE LEVEL WITH GROUND.
 NE0860
 NE0860                          STATION RECOVERY (1988)
 NE0860
 NE0860'RECOVERY NOTE BY GEODETIC SURVEY OF CANADA 1988 (UNK)
 NE0860'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NE0960 ***********************************************************************
 NE0960  DESIGNATION -  80U015
 NE0960  PID         -  NE0960
 NE0960  STATE/COUNTY-  ON/LAMBTON
 NE0960  COUNTRY     -  CANADA
 NE0960  NTS MAPSHEET-  SARNIA (2020)
 NE0960
 NE0960                         *CURRENT SURVEY CONTROL
 NE0960  ______________________________________________________________________
 NE0960* NAD 83(1986) POSITION- 42 59 54.5    (N) 082 25 19.4    (W)   HD_HELD2
 NE0960* NAVD 88 ORTHO HEIGHT -   179.101 (meters)      587.60  (feet) ADJUSTED
 NE0960  ______________________________________________________________________
 NE0960  GEOID HEIGHT    -        -35.410 (meters)                     EGM08
 NE0960  DYNAMIC HEIGHT  -        179.057 (meters)      587.46  (feet) COMP
 NE0960  MODELED GRAVITY -    980,370.9   (mgal)                       NAVD 88
 NE0960
 NE0960  VERT ORDER      -  FIRST     CLASS II
 NE0960
 NE0960.The positional and height information provided upon this datasheet are not
 NE0960.officially recognized by the Government of Canada, provincial governments
 NE0960.within Canada, nor are they intended to replace or substitute for them.
 NE0960.The intent of sharing this data is to allow access to positions or heights
 NE0960.recognized by the United States Government. Passive control that is used by
 NE0960.both nations may share the same or similar designations or descriptions but
 NE0960.do not share official positions or heights. The 'Station Description' may
 NE0960.originate from a Canadian 'Station Report' and if so contains information
 NE0960.licensed under the 'Open Government License - Canada'.
 NE0960
 NE0960.The horizontal coordinates were established by autonomous hand held GPS
 NE0960.observations and have an estimated accuracy of +/- 10 meters.
 NE0960
 NE0960.The orthometric height was determined by differential leveling and
 NE0960.adjusted by the NATIONAL GEODETIC SURVEY
 NE0960.in June 1991.
 NE0960
 NE0960.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0960
 NE0960.Click photographs - Photos may exist for this station.
 NE0960
 NE0960.The dynamic height is computed by dividing the NAVD 88
 NE0960.geopotential number by the normal gravity value computed on the
 NE0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0960.degrees latitude (g = 980.6199 gals.).
 NE0960
 NE0960.The modeled gravity was interpolated from observed gravity values.
 NE0960
 NE0960
 NE0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8408661626(NAD 83)
 NE0960
 NE0960                          SUPERSEDED SURVEY CONTROL
 NE0960
 NE0960  NGVD 29 (11/26/84)  179.217  (m)          587.98   (f) ADJUSTED    1 2
 NE0960
 NE0960.Superseded values are not recommended for survey control.
 NE0960
 NE0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0960.See file dsdata.pdf to determine how the superseded data were derived.
 NE0960
 NE0960_MARKER: DB = BENCH MARK DISK
 NE0960_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NE0960_SP_SET: RETAINING WALL
 NE0960_STAMPING: 80 U 015
 NE0960_MARK LOGO: CGS
 NE0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0960+STABILITY: SURFACE MOTION
 NE0960
 NE0960  HISTORY     - Date     Condition        Report By
 NE0960  HISTORY     - 1980     MONUMENTED       NGS
 NE0960  HISTORY     - 1988     GOOD             CGS
 NE0960
 NE0960                          STATION DESCRIPTION
 NE0960
 NE0960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0960'IN PORT EDWARD.
 NE0960'IN PORT EDWARD, BELOW THE BLUE RIVER BRIDGE, SET SOUTH OF THE SOUTH
 NE0960'MASSIVE CONCRETE PIER OF THE BRIDGE, IN TOP OF THE SOUTH CONCRETE
 NE0960'RETAINING WALL SUPPORTING A METAL GUARD RAIL FOR THE SCENIC LOOK
 NE0960'OUT AND FISHING PIER SURROUNDING THE TWO MASSIVE PIERS OF THE BRIDGE.
 NE0960'4.6 METERS (15.1 FEET) NORTHWEST OF A 4.5-FOOT METAL POLE SUPPORTING
 NE0960'A COMMEMORATIVE PLAQUE FOR THE VOYAGE OF THE SHIP GRIFFON, 3.0
 NE0960'METERS (9.8 FEET) EAST OF THE WEST END OF THE RETAINING WALL, 2.54
 NE0960'METERS (8.35 FEET) SOUTH OF THE SOUTH FACE OF THE SOUTH MASSIVE
 NE0960'PIER.
 NE0960'THE MARK IS 0.25 M ABOVE GROUND.
 NE0960
 NE0960                          STATION RECOVERY (1988)
 NE0960
 NE0960'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1988 (UNK)
 NE0960'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NE0964 ***********************************************************************
 NE0964  DESIGNATION -  80U016
 NE0964  PID         -  NE0964
 NE0964  STATE/COUNTY-  ON/LAMBTON
 NE0964  COUNTRY     -  CANADA
 NE0964  NTS MAPSHEET-  SARNIA (2020)
 NE0964
 NE0964                         *CURRENT SURVEY CONTROL
 NE0964  ______________________________________________________________________
 NE0964* NAD 83(1986) POSITION- 42 59 54.6    (N) 082 25 19.1    (W)   HD_HELD2
 NE0964* NAVD 88 ORTHO HEIGHT -   180.212 (meters)      591.25  (feet) ADJUSTED
 NE0964  ______________________________________________________________________
 NE0964  GEOID HEIGHT    -        -35.410 (meters)                     EGM08
 NE0964  DYNAMIC HEIGHT  -        180.168 (meters)      591.10  (feet) COMP
 NE0964  MODELED GRAVITY -    980,370.9   (mgal)                       NAVD 88
 NE0964
 NE0964  VERT ORDER      -  FIRST     CLASS II
 NE0964
 NE0964.The positional and height information provided upon this datasheet are not
 NE0964.officially recognized by the Government of Canada, provincial governments
 NE0964.within Canada, nor are they intended to replace or substitute for them.
 NE0964.The intent of sharing this data is to allow access to positions or heights
 NE0964.recognized by the United States Government. Passive control that is used by
 NE0964.both nations may share the same or similar designations or descriptions but
 NE0964.do not share official positions or heights. The 'Station Description' may
 NE0964.originate from a Canadian 'Station Report' and if so contains information
 NE0964.licensed under the 'Open Government License - Canada'.
 NE0964
 NE0964.The horizontal coordinates were established by autonomous hand held GPS
 NE0964.observations and have an estimated accuracy of +/- 10 meters.
 NE0964
 NE0964.The orthometric height was determined by differential leveling and
 NE0964.adjusted by the NATIONAL GEODETIC SURVEY
 NE0964.in June 1991.
 NE0964
 NE0964.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0964
 NE0964.Click photographs - Photos may exist for this station.
 NE0964
 NE0964.The dynamic height is computed by dividing the NAVD 88
 NE0964.geopotential number by the normal gravity value computed on the
 NE0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0964.degrees latitude (g = 980.6199 gals.).
 NE0964
 NE0964.The modeled gravity was interpolated from observed gravity values.
 NE0964
 NE0964
 NE0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8409361629(NAD 83)
 NE0964
 NE0964                          SUPERSEDED SURVEY CONTROL
 NE0964
 NE0964  NGVD 29 (11/26/84)  180.327  (m)          591.62   (f) ADJUSTED    1 2
 NE0964
 NE0964.Superseded values are not recommended for survey control.
 NE0964
 NE0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0964.See file dsdata.pdf to determine how the superseded data were derived.
 NE0964
 NE0964_MARKER: DB = BENCH MARK DISK
 NE0964_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 NE0964_SP_SET: PIER
 NE0964_STAMPING: 80 U 016
 NE0964_MARK LOGO: GSC
 NE0964_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NE0964+STABILITY: POSITION/ELEVATION WELL
 NE0964_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0964+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1981
 NE0964
 NE0964  HISTORY     - Date     Condition        Report By
 NE0964  HISTORY     - 1980     MONUMENTED       NGS
 NE0964  HISTORY     - 19810820 GOOD             GSC
 NE0964
 NE0964                          STATION DESCRIPTION
 NE0964
 NE0964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0964'IN PORT EDWARD.
 NE0964'IN PORT EDWARD, BELOW THE BLUE RIVER BRIDGE, SET VERTICALLY IN THE
 NE0964'WEST FACE OF THE SOUTH MASSIVE CONCRETE PIER OF THE BRIDGE AND
 NE0964'6-FOOT BELOW A COMMEMORATIVE BRONZE PLAQUE FOR THE MEMORY OF ROSS
 NE0964'W GARY, 5.19 METERS (17.0 FEET) NORTHWEST OF THE WEST END OF THE
 NE0964'SOUTH METAL GUARD RAIL OF THE SCENIC LOOKOUT AND FISHING PIER
 NE0964'SURROUNDING THE MASSIVE PIER OF THE BRIDGE.
 NE0964'THE MARK IS 1.1 M ABOVE SCENIC LOOKOUT PIER.
 NE0964
 NE0964                          STATION RECOVERY (1981)
 NE0964
 NE0964'RECOVERY NOTE BY GEODETIC SURVEY OF CANADA 1981 (UNK)
 NE0964'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NE0929 ***********************************************************************
 NE0929  DESIGNATION -  80U017
 NE0929  PID         -  NE0929
 NE0929  STATE/COUNTY-  ON/LAMBTON
 NE0929  COUNTRY     -  CANADA
 NE0929  NTS MAPSHEET-  PORT LAMBTON (2020)
 NE0929
 NE0929                         *CURRENT SURVEY CONTROL
 NE0929  ______________________________________________________________________
 NE0929* NAD 83(1986) POSITION- 42 39 32.05   (N) 082 30 24.30   (W)   HD_HELD1
 NE0929* NAVD 88 ORTHO HEIGHT -   176.324 (meters)      578.49  (feet) ADJUSTED
 NE0929  ______________________________________________________________________
 NE0929  GEOID HEIGHT    -        -35.478 (meters)                     EGM08
 NE0929  DYNAMIC HEIGHT  -        176.275 (meters)      578.33  (feet) COMP
 NE0929  MODELED GRAVITY -    980,340.8   (mgal)                       NAVD 88
 NE0929
 NE0929  VERT ORDER      -  FIRST     CLASS II
 NE0929
 NE0929.The positional and height information provided upon this datasheet are not
 NE0929.officially recognized by the Government of Canada, provincial governments
 NE0929.within Canada, nor are they intended to replace or substitute for them.
 NE0929.The intent of sharing this data is to allow access to positions or heights
 NE0929.recognized by the United States Government. Passive control that is used by
 NE0929.both nations may share the same or similar designations or descriptions but
 NE0929.do not share official positions or heights. The 'Station Description' may
 NE0929.originate from a Canadian 'Station Report' and if so contains information
 NE0929.licensed under the 'Open Government License - Canada'.
 NE0929
 NE0929.The horizontal coordinates were determined by differentially corrected
 NE0929.hand held GPS observations or other comparable positioning techniques
 NE0929.and have an estimated accuracy of +/- 3 meters.
 NE0929
 NE0929.The orthometric height was determined by differential leveling and
 NE0929.adjusted by the NATIONAL GEODETIC SURVEY
 NE0929.in June 1991.
 NE0929
 NE0929.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0929
 NE0929.Click photographs - Photos may exist for this station.
 NE0929
 NE0929.The dynamic height is computed by dividing the NAVD 88
 NE0929.geopotential number by the normal gravity value computed on the
 NE0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0929.degrees latitude (g = 980.6199 gals.).
 NE0929
 NE0929.The modeled gravity was interpolated from observed gravity values.
 NE0929
 NE0929
 NE0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7650824038(NAD 83)
 NE0929
 NE0929                          SUPERSEDED SURVEY CONTROL
 NE0929
 NE0929  NGVD 29 (11/26/84)  176.449  (m)          578.90   (f) ADJUSTED    1 2
 NE0929
 NE0929.Superseded values are not recommended for survey control.
 NE0929
 NE0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0929.See file dsdata.pdf to determine how the superseded data were derived.
 NE0929
 NE0929_MARKER: I = METAL ROD
 NE0929_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE0929_STAMPING: 80 U 017 1980
 NE0929_MARK LOGO: GSC
 NE0929_PROJECTION: FLUSH
 NE0929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0929+SATELLITE: SATELLITE OBSERVATIONS - August 14, 1981
 NE0929_ROD/PIPE-DEPTH: 15.2 meters
 NE0929
 NE0929  HISTORY     - Date     Condition        Report By
 NE0929  HISTORY     - UNK      MONUMENTED       GSC
 NE0929  HISTORY     - 1980     GOOD             NGS
 NE0929  HISTORY     - 19810814 GOOD             GSC
 NE0929
 NE0929                          STATION DESCRIPTION
 NE0929
 NE0929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0929'IN PORT LAMBTON.
 NE0929'IN PORT LAMBTON, 0.16 KILOMETERS (0.10 MILE) NORTH ALONG RIVER
 NE0929'DRIVE NORTH FROM THE CANADIAN CUSTOMS BUILDING AT THE T INTERSECTION
 NE0929'OF RIVER DRIVE NORTH AND PRINCESS STREET AT THE NORTHEAST CORNER OF
 NE0929'A SMALL BRICK PUMPHOUSE WEST OF RIVER DRIVE NORTH, 10.21 METERS
 NE0929'(33.5 FEET) WEST OF THE CENTER LINE OF RIVER DRIVE NORTH, 0.6 METERS
 NE0929'(2.0 FEET) EAST OF THE NORTHEAST CORNER AND IN LINE WITH THE NORTH
 NE0929'FACE OF THE PUMPHOUSE, 13.63 METERS (44.7 FEET) SOUTHSOUTHEAST OF
 NE0929'UTILITY POLE NUMBER 2296 WITH THREE TRANSFORMERS, AND 3.66 METERS
 NE0929'(12.0 FEET) SOUTHWEST OF THE SOUTHWEST CORNER OF A 25 INCH SQUARE
 NE0929'CATCH BASIN.
 NE0929'THE MARK IS 0.55 METERS  E FROM A WITNESS POST.
 NE0929'THE MARK IS 0.1 M BELOW GROUND.
 NE0929
 NE0929                          STATION RECOVERY (1981)
 NE0929
 NE0929'RECOVERY NOTE BY GEODETIC SURVEY OF CANADA 1981 (UNK)
 NE0929'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TY5484 ***********************************************************************
 TY5484  HT_MOD      -  This is a Height Modernization Survey Station.
 TY5484  DESIGNATION -  81U111
 TY5484  PID         -  TY5484
 TY5484  STATE/COUNTY-  ON/LAMBTON
 TY5484  COUNTRY     -  CANADA
 TY5484  NTS MAPSHEET-  WALLACEBURG (2020)
 TY5484
 TY5484                         *CURRENT SURVEY CONTROL
 TY5484  ______________________________________________________________________
 TY5484* NAD 83(2011) POSITION- 42 43 46.11197(N) 082 28 37.51050(W)   ADJUSTED
 TY5484* NAD 83(2011) ELLIP HT-   142.027 (meters)        (06/27/12)   ADJUSTED
 TY5484* NAD 83(2011) EPOCH   -  2010.00
 TY5484* NAVD 88 ORTHO HEIGHT -   177.02  (meters)      580.8   (feet) GPS OBS
 TY5484  ______________________________________________________________________
 TY5484  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 TY5484  GEOID HEIGHT    -        -34.998 (meters)                     GEOID12B
 TY5484  GEOID HEIGHT    -        -35.508 (meters)                     EGM08
 TY5484  NAD 83(2011) X  -    614,354.875 (meters)                     COMP
 TY5484  NAD 83(2011) Y  - -4,652,111.169 (meters)                     COMP
 TY5484  NAD 83(2011) Z  -  4,305,570.754 (meters)                     COMP
 TY5484
 TY5484  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 TY5484  Standards:
 TY5484         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 TY5484            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 TY5484  -------------------------------------------------------------------
 TY5484  NETWORK    0.32   0.74           0.15   0.10   0.38      0.02363860
 TY5484  -------------------------------------------------------------------
 TY5484  Click here for local accuracies and other accuracy information.
 TY5484
 TY5484.The positional and height information provided upon this datasheet are not
 TY5484.officially recognized by the Government of Canada, provincial governments
 TY5484.within Canada, nor are they intended to replace or substitute for them.
 TY5484.The intent of sharing this data is to allow access to positions or heights
 TY5484.recognized by the United States Government. Passive control that is used by
 TY5484.both nations may share the same or similar designations or descriptions but
 TY5484.do not share official positions or heights. The 'Station Description' may
 TY5484.originate from a Canadian 'Station Report' and if so contains information
 TY5484.licensed under the 'Open Government License - Canada'.
 TY5484
 TY5484.The horizontal coordinates were established by GPS observations
 TY5484.and adjusted by the National Geodetic Survey in June 2012.
 TY5484
 TY5484.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 TY5484.been affixed to the stable North American tectonic plate. See 
 TY5484.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 TY5484
 TY5484.The horizontal coordinates are valid at the epoch date displayed above
 TY5484.which is a decimal equivalence of Year/Month/Day.
 TY5484
 TY5484.The orthometric height was determined by GPS observations and a
 TY5484.high-resolution geoid model using precise GPS observation and
 TY5484.processing techniques.
 TY5484
 TY5484.Significant digits in the geoid height do not necessarily reflect accuracy.
 TY5484
 TY5484.Click photographs - Photos may exist for this station.
 TY5484
 TY5484.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TY5484
 TY5484.The ellipsoidal height was determined by GPS observations
 TY5484.and is referenced to NAD 83.
 TY5484
 TY5484. The following values were computed from the NAD 83(2011) position.
 TY5484
 TY5484;                    North         East     Units Scale Factor Converg.
 TY5484;UTM  17      - 4,731,831.984   379,077.217   MT  0.99977990   -1 00 08.6
 TY5484
 TY5484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TY5484!UTM  17      -   0.99997773  x   0.99977990  =   0.99975763
 TY5484
 TY5484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7907731831(NAD 83)
 TY5484
 TY5484                          SUPERSEDED SURVEY CONTROL
 TY5484
 TY5484  ELLIP H (08/23/11)  142.046  (m)                       GP(       ) 1 2
 TY5484  NAD 83(2007)-  42 43 46.11190(N)    082 28 37.51092(W) AD(2002.00) 0
 TY5484  ELLIP H (02/10/07)  142.075  (m)                       GP(2002.00)    
 TY5484  NAD 83(1997)-  42 43 46.11221(N)    082 28 37.51132(W) AD(       ) A
 TY5484  ELLIP H (05/25/99)  142.083  (m)                       GP(       ) 3 1
 TY5484  NAVD 88 (08/23/11)  177.0    (m)  GEOID09  model used  GPS OBS        
 TY5484  NAVD 88 (10/11/07)  177.0    (m)  GEOID03  model used  GPS OBS        
 TY5484  NAVD 88 (05/25/99)  177.1    (m)  GEOID96  model used  GPS OBS        
 TY5484
 TY5484.Superseded values are not recommended for survey control.
 TY5484
 TY5484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TY5484.See file dsdata.pdf to determine how the superseded data were derived.
 TY5484
 TY5484_MARKER: I = METAL ROD
 TY5484_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 TY5484_MAGNETIC: N = NO MAGNETIC MATERIAL
 TY5484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TY5484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TY5484+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2015
 TY5484
 TY5484  HISTORY     - Date     Condition        Report By
 TY5484  HISTORY     - 1981     MONUMENTED       GSC
 TY5484  HISTORY     - 2005     GOOD             CADNR
 TY5484  HISTORY     - 20100606 GOOD             CADNR
 TY5484  HISTORY     - 20150812 GOOD             CADNR
 TY5484
 TY5484                          STATION DESCRIPTION
 TY5484
 TY5484'DESCRIBED BY CANADIAN DEPT NAT RES 2005 (JS)
 TY5484'SOMBRA.  DEEP BENCH MARK UNDER ACCESS COVER IN LAMBTON CUNDICK PARK
 TY5484'ALONG SAINT CLAIR PARKWAY (OLD HIGHWAY 40), 1.9 KM (1.2 MI) NORTH OF
 TY5484'POST OFFICE, 61.5 M (201.8 FT) EAST OF CENTRE LINE OF ROAD, 45.0 M
 TY5484'(147.6 FT) SOUTH OF CENTRE LINE OF SOMBRA ROAD 13, 4.7 M (15.4 FT)
 TY5484'SOUTHEAST OF STONE WALL FOR CENTENNIAL OF CONFEDERATION PLAQUE, 1.6 M
 TY5484'(5.2 FT) SOUTHEAST OF FLAG POLE.  ORGANIZATION LOGO AND STAMPING WERE
 TY5484'NOT REPORTED.
 TY5484'
 TY5484'FOR ADDITIONAL INFORMATION CONTACT NATURAL RESOURCES CANADA, GEODETIC
 TY5484'SURVEY DIVISION, 615 BOOTH STREET, OTTAWA, ONTARIO.
 TY5484
 TY5484                          STATION RECOVERY (2010)
 TY5484
 TY5484'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2010 (JS)
 TY5484'RECOVERED AS DESCRIBED.
 TY5484
 TY5484                          STATION RECOVERY (2015)
 TY5484
 TY5484'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2015 (RJS)
 TY5484'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 AH9243 ***********************************************************************
 AH9243  DESIGNATION -  84 1
 AH9243  PID         -  AH9243
 AH9243  STATE/COUNTY-  ON/LEEDS AND GRENVILLE
 AH9243  COUNTRY     -  CANADA
 AH9243  NTS MAPSHEET-  BROCKVILLE (2020)
 AH9243
 AH9243                         *CURRENT SURVEY CONTROL
 AH9243  ______________________________________________________________________
 AH9243* NAD 83(2011) POSITION- 44 35 12.32643(N) 075 40 54.21493(W)   ADJUSTED
 AH9243* NAD 83(2011) ELLIP HT-    43.224 (meters)        (09/20/18)   ADJUSTED
 AH9243* NAD 83(2011) EPOCH   -  2010.00
 AH9243* NAVD 88 ORTHO HEIGHT -    75.9   (meters)      249.    (feet) GPS OBS
 AH9243  ______________________________________________________________________
 AH9243  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 AH9243  GEOID HEIGHT    -        -32.697 (meters)                     GEOID12B
 AH9243  GEOID HEIGHT    -        -33.398 (meters)                     EGM08
 AH9243  NAD 83(2011) X  -  1,125,245.843 (meters)                     COMP
 AH9243  NAD 83(2011) Y  - -4,408,640.198 (meters)                     COMP
 AH9243  NAD 83(2011) Z  -  4,454,789.664 (meters)                     COMP
 AH9243
 AH9243  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH9243  Standards:
 AH9243         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH9243            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH9243  -------------------------------------------------------------------
 AH9243  NETWORK    0.57   2.33           0.26   0.20   1.19     -0.14630113
 AH9243  -------------------------------------------------------------------
 AH9243  Click here for local accuracies and other accuracy information.
 AH9243
 AH9243.The positional and height information provided upon this datasheet are not
 AH9243.officially recognized by the Government of Canada, provincial governments
 AH9243.within Canada, nor are they intended to replace or substitute for them.
 AH9243.The intent of sharing this data is to allow access to positions or heights
 AH9243.recognized by the United States Government. Passive control that is used by
 AH9243.both nations may share the same or similar designations or descriptions but
 AH9243.do not share official positions or heights. The 'Station Description' may
 AH9243.originate from a Canadian 'Station Report' and if so contains information
 AH9243.licensed under the 'Open Government License - Canada'.
 AH9243
 AH9243.The horizontal coordinates were established by GPS observations
 AH9243.and adjusted by the National Geodetic Survey in September 2018.
 AH9243
 AH9243.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH9243.been affixed to the stable North American tectonic plate. See 
 AH9243.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH9243
 AH9243.The horizontal coordinates are valid at the epoch date displayed above
 AH9243.which is a decimal equivalence of Year/Month/Day.
 AH9243
 AH9243.The orthometric height was determined by GPS observations and a
 AH9243.high-resolution geoid model.
 AH9243
 AH9243.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9243
 AH9243.Click photographs - Photos may exist for this station.
 AH9243
 AH9243.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9243
 AH9243.The ellipsoidal height was determined by GPS observations
 AH9243.and is referenced to NAD 83.
 AH9243
 AH9243. The following values were computed from the NAD 83(2011) position.
 AH9243
 AH9243;                    North         East     Units Scale Factor Converg.
 AH9243;UTM  18      - 4,937,272.052   445,884.697   MT  0.99963601   -0 28 42.9
 AH9243
 AH9243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9243!UTM  18      -   0.99999322  x   0.99963601  =   0.99962924
 AH9243
 AH9243_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ4588437272(NAD 83)
 AH9243
 AH9243                          SUPERSEDED SURVEY CONTROL
 AH9243
 AH9243  NAD 83(2011)-  44 35 12.32708(N)    075 40 54.21563(W) AD(2010.00) 0
 AH9243  ELLIP H (06/27/12)   43.181  (m)                       GP(2010.00)    
 AH9243  NAD 83(2007)-  44 35 12.32739(N)    075 40 54.21650(W) AD(2002.00) 0
 AH9243  ELLIP H (02/10/07)   43.188  (m)                       GP(2002.00)    
 AH9243  ELLIP H (12/03/02)   43.197  (m)                       GP(       ) 4 1
 AH9243  NAD 83(1997)-  44 35 12.32776(N)    075 40 54.21692(W) AD(       ) A
 AH9243  ELLIP H (05/25/99)   43.208  (m)                       GP(       ) 3 1
 AH9243  NAVD 88 (08/23/11)   75.9    (m)  GEOID09  model used  GPS OBS        
 AH9243  NAVD 88 (10/11/07)   75.9    (m)  GEOID03  model used  GPS OBS        
 AH9243  NAVD 88 (05/25/99)   76.0    (m)  GEOID96  model used  GPS OBS        
 AH9243
 AH9243.Superseded values are not recommended for survey control.
 AH9243
 AH9243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9243.See file dsdata.pdf to determine how the superseded data were derived.
 AH9243
 AH9243_MARKER: DD = SURVEY DISK
 AH9243_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH9243_SP_SET: RETAINING WALL
 AH9243_STAMPING: 84 1
 AH9243_MARK LOGO: WTRCAN
 AH9243_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9243+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2015
 AH9243
 AH9243  HISTORY     - Date     Condition        Report By
 AH9243  HISTORY     - UNK      MONUMENTED       WTRCAN
 AH9243  HISTORY     - 2005     GOOD             CADNR
 AH9243  HISTORY     - 20100615 GOOD             CADNR
 AH9243  HISTORY     - 20150818 GOOD             CADNR
 AH9243
 AH9243                          STATION DESCRIPTION
 AH9243
 AH9243'DESCRIBED BY WATER SURVEY OF CANADA UNK
 AH9243'THE STATION IS MARKED BY A WATER SURVEY OF CANADA BRASS PLUG
 AH9243'LOCATED IN TOP OF CONCRETE ABUTMENT WALL 23 METRES SOUTHEAST
 AH9243'OF GAUGE 0.5 METERS NORTHWE= ST=20 OF WATER'S EDGE.
 AH9243
 AH9243                          STATION RECOVERY (2005)
 AH9243
 AH9243'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2005 (JS)
 AH9243'THE STATION IS MARKED BY A WATER SURVEY OF CANADA BRASS DISK LOCATED
 AH9243'IN THE TOP OF CONCRETE ABUTMENT WALL, 23 METERS SOUTHEAST OF GAUGE,
 AH9243'0.5 M (1.6 FT) NORTHWEST OF WATERS EDGE.
 AH9243'
 AH9243'FOR ADDITIONAL INFORMATION CONTACT NATURAL RESOURCES CANADA, GEODETIC
 AH9243'SURVEY DIVISION, 615 BOOTH STREET, OTTAWA, ONTARIO.
 AH9243
 AH9243                          STATION RECOVERY (2010)
 AH9243
 AH9243'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2010 (JS)
 AH9243'RECOVERED AS DESCRIBED.
 AH9243
 AH9243                          STATION RECOVERY (2015)
 AH9243
 AH9243'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2015 (RJS)
 AH9243'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DJ5179 ***********************************************************************
 DJ5179  DESIGNATION -  8839075
 DJ5179  PID         -  DJ5179
 DJ5179  STATE/COUNTY-  ON/HALDIMAND NORFOLK
 DJ5179  COUNTRY     -  CANADA
 DJ5179  NTS MAPSHEET-  SIMCOE (2020)
 DJ5179
 DJ5179                         *CURRENT SURVEY CONTROL
 DJ5179  ______________________________________________________________________
 DJ5179* NAD 83(2011) POSITION- 42 46 55.15779(N) 080 12 04.28070(W)   ADJUSTED
 DJ5179* NAD 83(2011) ELLIP HT-   139.959 (meters)        (06/27/12)   ADJUSTED
 DJ5179* NAD 83(2011) EPOCH   -  2010.00
 DJ5179* NAVD 88 ORTHO HEIGHT -   175.8   (meters)      577.    (feet) GPS OBS
 DJ5179  ______________________________________________________________________
 DJ5179  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DJ5179  GEOID HEIGHT    -        -35.785 (meters)                     GEOID09
 DJ5179  GEOID HEIGHT    -        -36.413 (meters)                     EGM08
 DJ5179  NAD 83(2011) X  -    797,938.102 (meters)                     COMP
 DJ5179  NAD 83(2011) Y  - -4,620,140.565 (meters)                     COMP
 DJ5179  NAD 83(2011) Z  -  4,309,852.743 (meters)                     COMP
 DJ5179
 DJ5179  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5179  Standards:
 DJ5179         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5179            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5179  -------------------------------------------------------------------
 DJ5179  NETWORK    0.33   0.78           0.15   0.11   0.40     -0.02059172
 DJ5179  -------------------------------------------------------------------
 DJ5179  Click here for local accuracies and other accuracy information.
 DJ5179
 DJ5179.The positional and height information provided upon this datasheet are not
 DJ5179.officially recognized by the Government of Canada, provincial governments
 DJ5179.within Canada, nor are they intended to replace or substitute for them.
 DJ5179.The intent of sharing this data is to allow access to positions or heights
 DJ5179.recognized by the United States Government. Passive control that is used by
 DJ5179.both nations may share the same or similar designations or descriptions but
 DJ5179.do not share official positions or heights. The 'Station Description' may
 DJ5179.originate from a Canadian 'Station Report' and if so contains information
 DJ5179.licensed under the 'Open Government License - Canada'.
 DJ5179
 DJ5179.The horizontal coordinates were established by GPS observations
 DJ5179.and adjusted by the National Geodetic Survey in June 2012.
 DJ5179
 DJ5179.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5179.been affixed to the stable North American tectonic plate. See 
 DJ5179.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5179
 DJ5179.The horizontal coordinates are valid at the epoch date displayed above
 DJ5179.which is a decimal equivalence of Year/Month/Day.
 DJ5179
 DJ5179.The orthometric height was determined by GPS observations and a
 DJ5179.high-resolution geoid model.
 DJ5179
 DJ5179.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5179
 DJ5179.Click photographs - Photos may exist for this station.
 DJ5179
 DJ5179.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5179
 DJ5179.The ellipsoidal height was determined by GPS observations
 DJ5179.and is referenced to NAD 83.
 DJ5179
 DJ5179. The following values were computed from the NAD 83(2011) position.
 DJ5179
 DJ5179;                    North         East     Units Scale Factor Converg.
 DJ5179;UTM  17      - 4,736,914.804   565,339.649   MT  0.99965252   +0 32 33.3
 DJ5179
 DJ5179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5179!UTM  17      -   0.99997805  x   0.99965252  =   0.99963058
 DJ5179
 DJ5179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNH6533936914(NAD 83)
 DJ5179
 DJ5179                          SUPERSEDED SURVEY CONTROL
 DJ5179
 DJ5179  NAD 83(2007)-  42 46 55.15797(N)    080 12 04.28164(W) AD(2002.00) A
 DJ5179  ELLIP H (10/11/07)  139.963  (m)                       GP(2002.00) 4 2
 DJ5179  NAVD 88 (10/11/07)  175.8    (m)  GEOID03  model used  GPS OBS        
 DJ5179
 DJ5179.Superseded values are not recommended for survey control.
 DJ5179
 DJ5179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5179.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5179
 DJ5179_MARKER: DD = SURVEY DISK
 DJ5179_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DJ5179_SP_SET: CONCRETE WHARF
 DJ5179_STAMPING: 8839075
 DJ5179_MARK LOGO: CHS
 DJ5179_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ5179+STABILITY: SURFACE MOTION
 DJ5179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5179+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2015
 DJ5179
 DJ5179  HISTORY     - Date     Condition        Report By
 DJ5179  HISTORY     - UNK      MONUMENTED       CHS
 DJ5179  HISTORY     - 2005     GOOD             CADNR
 DJ5179  HISTORY     - 20100610 GOOD             CADNR
 DJ5179  HISTORY     - 20150814 GOOD             CADNR
 DJ5179
 DJ5179                          STATION DESCRIPTION
 DJ5179
 DJ5179'DESCRIBED BY CANADIAN DEPT NAT RES 2005 (JS)
 DJ5179'ORGANIZATION LOGO AND DISK STAMPING WERE NOT REPORTED.  NO DESCRIPTIVE
 DJ5179'TEXT SUBMITTED.  FOR ADDITIONAL INFORMATION CONTACT NATURAL RESOURCES
 DJ5179'CANADA, GEODETIC SURVEY DIVISION, 615 BOOTH STREET, OTTAWA, ONTARIO.
 DJ5179
 DJ5179                          STATION RECOVERY (2010)
 DJ5179
 DJ5179'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2010 (JS)
 DJ5179'RECOVERED AS DESCRIBED.
 DJ5179
 DJ5179                          STATION RECOVERY (2015)
 DJ5179
 DJ5179'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2015 (RJS)
 DJ5179'SET IN THE TOP OF CONCRETE PIER AT PORT DOVER, JUST BEYOND THE
 DJ5179'ENTRANCE GATE TO THE PIER AND ON THE WEST SIDE OF PIER. LOCATED ABOUT
 DJ5179'2 M (6.6 FT) WEST OF WSC BM 88-1.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DL5284 ***********************************************************************
 DL5284  DESIGNATION -  9 C
 DL5284  PID         -  DL5284
 DL5284  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 DL5284  COUNTRY     -  CANADA
 DL5284  NTS MAPSHEET-  CORNWALL (2020)
 DL5284
 DL5284                         *CURRENT SURVEY CONTROL
 DL5284  ______________________________________________________________________
 DL5284* NAD 83(1986) POSITION- 45 00 27.61   (N) 074 47 36.02   (W)   HD_HELD1
 DL5284* NAVD 88 ORTHO HEIGHT -    77.896 (meters)      255.56  (feet) ADJUSTED
 DL5284  ______________________________________________________________________
 DL5284  GEOID HEIGHT    -        -31.517 (meters)                     EGM08
 DL5284  DYNAMIC HEIGHT  -         77.894 (meters)      255.56  (feet) COMP
 DL5284  MODELED GRAVITY -    980,598.7   (mgal)                       NAVD 88
 DL5284
 DL5284  VERT ORDER      -  FIRST     CLASS II
 DL5284
 DL5284.The positional and height information provided upon this datasheet are not
 DL5284.officially recognized by the Government of Canada, provincial governments
 DL5284.within Canada, nor are they intended to replace or substitute for them.
 DL5284.The intent of sharing this data is to allow access to positions or heights
 DL5284.recognized by the United States Government. Passive control that is used by
 DL5284.both nations may share the same or similar designations or descriptions but
 DL5284.do not share official positions or heights. The 'Station Description' may
 DL5284.originate from a Canadian 'Station Report' and if so contains information
 DL5284.licensed under the 'Open Government License - Canada'.
 DL5284
 DL5284.The horizontal coordinates were determined by differentially corrected
 DL5284.hand held GPS observations or other comparable positioning techniques
 DL5284.and have an estimated accuracy of +/- 3 meters.
 DL5284
 DL5284.The orthometric height was determined by differential leveling and
 DL5284.adjusted by the NATIONAL GEODETIC SURVEY
 DL5284.in March 2024.
 DL5284
 DL5284.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5284
 DL5284.Click photographs - Photos may exist for this station.
 DL5284
 DL5284.The dynamic height is computed by dividing the NAVD 88
 DL5284.geopotential number by the normal gravity value computed on the
 DL5284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5284.degrees latitude (g = 980.6199 gals.).
 DL5284
 DL5284.The modeled gravity was interpolated from observed gravity values.
 DL5284
 DL5284
 DL5284_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1628583823(NAD 83)
 DL5284
 DL5284                          SUPERSEDED SURVEY CONTROL
 DL5284
 DL5284  NAVD 88 (10/14/09)   77.885  (m)          255.53   (f) SUPERSEDED  1 2
 DL5284
 DL5284.Superseded values are not recommended for survey control.
 DL5284
 DL5284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5284.See file dsdata.pdf to determine how the superseded data were derived.
 DL5284
 DL5284_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DL5284_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL5284_SP_SET: DAM DECK
 DL5284_MARK LOGO: NONE
 DL5284_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5284+STABILITY: SURFACE MOTION
 DL5284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5284+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2022
 DL5284
 DL5284  HISTORY     - Date     Condition        Report By
 DL5284  HISTORY     - 1958     MONUMENTED       ONTAPW
 DL5284  HISTORY     - 20220912 GOOD             NGS
 DL5284
 DL5284                          STATION DESCRIPTION
 DL5284
 DL5284'DESCRIBED BY ONTARIO POWER GENERATION 1958
 DL5284'THE MARK IS LOCATED ABOUT 3.26 MI (5.2 KM) SOUTHWEST OF CORNWALL,
 DL5284'ONT., 7.24 MI (11.6 KM) NORTH NORTHEAST OF MASSENA, NY.  OWNERSHIP--
 DL5284'ONTARIO POWER GENERATION.  CONTACT THE ENGINEERING DEPARTMENT AT
 DL5284'613-932-3072 TO OBTAIN PERMISSION TO ACCESS THE MARK.
 DL5284'
 DL5284'BM 9-C IS THE HIGHEST POINT OF A 2-INCH (5 CM) BRASS HEX DISK SET
 DL5284'FLUSH IN THE CONCRETE DECK OF THE TOP OF THE HEADWORK.
 DL5284'
 DL5284'IT IS 6.54 M (21.5 FT) WEST OF THE SOUTHWEST CORNER OF HEAD GATE HATCH
 DL5284'COVER 9C AND 0.46 M (1.5 FT) WEST OF THE WESTERNMOST RAIL OF THE
 DL5284'OVERHEAD GANTRY CRANE.
 DL5284'
 DL5284'NOTE-NO STAMPING ON DISK.
 DL5284
 DL5284                          STATION RECOVERY (2022)
 DL5284
 DL5284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (JAO)
 DL5284'THE MARK IS LOCATED 4.9 KM (3.0 MI) WEST-SOUTHWEST OF THE CORNWALL,
 DL5284'ONTARIO, CANADA CITY HALL AND WITHIN THE GROUNDS FOR THE ROBERT H.
 DL5284'SAUNDERS POWER DAM, ST. LAWRENCE GENERATING STATION, OPERATED BY
 DL5284'ONTARIO POWER GENERATION (OPG).
 DL5284'
 DL5284'CONTACT THE ENGINEERING DEPARTMENT AT 613-932-3072 TO OBTAIN
 DL5284'PERMISSION TO ACCESS THE MARK.
 DL5284'
 DL5284'9 C IS THE HIGHEST POINT OF A 5 CM (2 INCHES) BRASS HEXAGONAL SHAPE
 DL5284'DISK SET FLUSH IN THE CONCRETE DECK ON THE NORTHWEST SIDE AND ON THE
 DL5284'TOP OF THE HEADWORKS.
 DL5284'
 DL5284'IT IS 6.85 M (22.5 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER OF
 DL5284'HEADGATE HATCH COVER 10A, 6.54 M (21.5 FT) WEST-SOUTHWEST OF THE
 DL5284'SOUTHWEST CORNER OF HEADGATE HATCH COVER 9C AND 0.46 M (1.5 FT) WEST
 DL5284'OF THE WESTERNMOST RAIL FOR THE OVERHEAD GANTRY CRANE.
 DL5284'
 DL5284'NOTE-NO STAMPING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NC0910 ***********************************************************************
 NC0910  DESIGNATION -  906 12865 MWL
 NC0910  PID         -  NC0910
 NC0910  STATE/COUNTY-  ON/NIAGARA
 NC0910  COUNTRY     -  CANADA
 NC0910  NTS MAPSHEET-  WELLAND (2020)
 NC0910
 NC0910                         *CURRENT SURVEY CONTROL
 NC0910  ______________________________________________________________________
 NC0910* NAD 83(1986) POSITION- 42 52 24.     (N) 079 15 11.     (W)   SCALED
 NC0910* NAVD 88 ORTHO HEIGHT -   174.668 (meters)      573.06  (feet) ADJUSTED
 NC0910  ______________________________________________________________________
 NC0910  GEOID HEIGHT    -        -36.129 (meters)                     EGM08
 NC0910  DYNAMIC HEIGHT  -        174.622 (meters)      572.91  (feet) COMP
 NC0910  MODELED GRAVITY -    980,352.6   (mgal)                       NAVD 88
 NC0910
 NC0910  VERT ORDER      -  FIRST     CLASS II
 NC0910
 NC0910.The positional and height information provided upon this datasheet are not
 NC0910.officially recognized by the Government of Canada, provincial governments
 NC0910.within Canada, nor are they intended to replace or substitute for them.
 NC0910.The intent of sharing this data is to allow access to positions or heights
 NC0910.recognized by the United States Government. Passive control that is used by
 NC0910.both nations may share the same or similar designations or descriptions but
 NC0910.do not share official positions or heights. The 'Station Description' may
 NC0910.originate from a Canadian 'Station Report' and if so contains information
 NC0910.licensed under the 'Open Government License - Canada'.
 NC0910
 NC0910.The horizontal coordinates were scaled from a map and have
 NC0910.an estimated accuracy of +/- 6 seconds.
 NC0910
 NC0910.The orthometric height was determined by differential leveling and
 NC0910.adjusted by the NATIONAL GEODETIC SURVEY
 NC0910.in June 1991.
 NC0910
 NC0910.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC0910
 NC0910.Click photographs - Photos may exist for this station.
 NC0910
 NC0910.The dynamic height is computed by dividing the NAVD 88
 NC0910.geopotential number by the normal gravity value computed on the
 NC0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0910.degrees latitude (g = 980.6199 gals.).
 NC0910
 NC0910.The modeled gravity was interpolated from observed gravity values.
 NC0910
 NC0910
 NC0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH426482(NAD 83)
 NC0910
 NC0910                          SUPERSEDED SURVEY CONTROL
 NC0910
 NC0910.No superseded survey control is available for this station.
 NC0910
 NC0910_MARKER: Z = SEE DESCRIPTION
 NC0910_SETTING: 0 = UNSPECIFIED SETTING
 NC0910_MARK LOGO: NONE
 NC0910_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC0910
 NC0910  HISTORY     - Date     Condition        Report By
 NC0910  HISTORY     - 1985     MONUMENTED       GSC
 NC0910
 NC0910                          STATION DESCRIPTION
 NC0910
 NC0910'DESCRIBED BY GEODETIC SURVEY OF CANADA 1985
 NC0910'AT PORT COLBOURNE WT LEVEL STA.
 NC0910'THIS POINT REPRESENTS THE HEIGHT OF THE MEAN WATER LEVEL OF THE
 NC0910'1982-88 EPOCH ON LAKE ERIE.  THE MEAN HEIGHT WAS COMPUTED FROM 28
 NC0910'MONTHS OF RECORDED OBSERVATIONS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 AH9244 ***********************************************************************
 AH9244  DESIGNATION -  913007
 AH9244  PID         -  AH9244
 AH9244  STATE/COUNTY-  ON/ALGOMA
 AH9244  COUNTRY     -  CANADA
 AH9244  NTS MAPSHEET-  MICHIPICOTEN RIVER (2020)
 AH9244
 AH9244                         *CURRENT SURVEY CONTROL
 AH9244  ______________________________________________________________________
 AH9244* NAD 83(2011) POSITION- 47 57 41.69416(N) 084 54 09.37574(W)   ADJUSTED
 AH9244* NAD 83(2011) ELLIP HT-   156.743 (meters)        (06/27/12)   ADJUSTED
 AH9244* NAD 83(2011) EPOCH   -  2010.00
 AH9244* NAVD 88 ORTHO HEIGHT -   193.8   (meters)      636.    (feet) GPS OBS
 AH9244  ______________________________________________________________________
 AH9244  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AH9244  GEOID HEIGHT    -        -37.057 (meters)                     GEOID09
 AH9244  GEOID HEIGHT    -        -37.442 (meters)                     EGM08
 AH9244  NAD 83(2011) X  -    380,184.637 (meters)                     COMP
 AH9244  NAD 83(2011) Y  - -4,262,073.336 (meters)                     COMP
 AH9244  NAD 83(2011) Z  -  4,714,133.335 (meters)                     COMP
 AH9244
 AH9244  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH9244  Standards:
 AH9244         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH9244            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH9244  -------------------------------------------------------------------
 AH9244  NETWORK    0.44   0.78           0.20   0.15   0.40     -0.00724982
 AH9244  -------------------------------------------------------------------
 AH9244  Click here for local accuracies and other accuracy information.
 AH9244
 AH9244.The positional and height information provided upon this datasheet are not
 AH9244.officially recognized by the Government of Canada, provincial governments
 AH9244.within Canada, nor are they intended to replace or substitute for them.
 AH9244.The intent of sharing this data is to allow access to positions or heights
 AH9244.recognized by the United States Government. Passive control that is used by
 AH9244.both nations may share the same or similar designations or descriptions but
 AH9244.do not share official positions or heights. The 'Station Description' may
 AH9244.originate from a Canadian 'Station Report' and if so contains information
 AH9244.licensed under the 'Open Government License - Canada'.
 AH9244
 AH9244.The horizontal coordinates were established by GPS observations
 AH9244.and adjusted by the National Geodetic Survey in June 2012.
 AH9244
 AH9244.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH9244.been affixed to the stable North American tectonic plate. See 
 AH9244.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH9244
 AH9244.The horizontal coordinates are valid at the epoch date displayed above
 AH9244.which is a decimal equivalence of Year/Month/Day.
 AH9244
 AH9244.The orthometric height was determined by GPS observations and a
 AH9244.high-resolution geoid model.
 AH9244
 AH9244.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9244
 AH9244.Click photographs - Photos may exist for this station.
 AH9244
 AH9244.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9244
 AH9244.The ellipsoidal height was determined by GPS observations
 AH9244.and is referenced to NAD 83.
 AH9244
 AH9244. The following values were computed from the NAD 83(2011) position.
 AH9244
 AH9244;                    North         East     Units Scale Factor Converg.
 AH9244;UTM  16      - 5,314,159.014   656,568.840   MT  0.99990122   +1 33 29.0
 AH9244
 AH9244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9244!UTM  16      -   0.99997543  x   0.99990122  =   0.99987666
 AH9244
 AH9244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFU5656814159(NAD 83)
 AH9244
 AH9244|---------------------------------------------------------------------|
 AH9244| PID    Reference Object                     Distance      Geod. Az  |
 AH9244|                                                           dddmmss.s |
 AH9244| DL6504 MICHIPICOTEN CORS GRP               134.489 METERS 10212     |
 AH9244|---------------------------------------------------------------------|
 AH9244
 AH9244                          SUPERSEDED SURVEY CONTROL
 AH9244
 AH9244  NAD 83(2007)-  47 57 41.69438(N)    084 54 09.37649(W) AD(2002.00) 0
 AH9244  ELLIP H (02/10/07)  156.739  (m)                       GP(2002.00)    
 AH9244  NAD 83(1997)-  47 57 41.69464(N)    084 54 09.37706(W) AD(       ) A
 AH9244  ELLIP H (05/25/99)  156.738  (m)                       GP(       ) 3 1
 AH9244  NAVD 88 (10/11/07)  193.9    (m)  GEOID03  model used  GPS OBS        
 AH9244  NAVD 88 (05/25/99)  193.7    (m)  GEOID96  model used  GPS OBS        
 AH9244
 AH9244.Superseded values are not recommended for survey control.
 AH9244
 AH9244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9244.See file dsdata.pdf to determine how the superseded data were derived.
 AH9244
 AH9244_MARKER: DD = SURVEY DISK
 AH9244_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH9244_SP_SET: ABANDONED CONCRETE ABUTMENT
 AH9244_MARK LOGO: NONE
 AH9244_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9244+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2010
 AH9244
 AH9244  HISTORY     - Date     Condition        Report By
 AH9244  HISTORY     - 1998     MONUMENTED       GSC
 AH9244  HISTORY     - 2005     GOOD             CADNR
 AH9244  HISTORY     - 20100720 GOOD             CADNR
 AH9244
 AH9244                          STATION DESCRIPTION
 AH9244
 AH9244'DESCRIBED BY GEODETIC SURVEY OF CANADA 1998
 AH9244'NO DESCRIPTION SUBMITTED FOR THIS POINT.  TEXT CREATED BY ADDESC.
 AH9244
 AH9244                          STATION RECOVERY (2005)
 AH9244
 AH9244'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2005 (JS)
 AH9244'MICHIPICOTEN HARBOUR.  ABANDONED CONCRETE ABUTMENT ON SOUTH SIDE OF
 AH9244'ROAD TO MICHIPICOTEN HARBOUR, IMMEDIATELY NORTH OF DOUBLE ROW OF
 AH9244'DETERIORATING CONCRETE PIERS, 80 M (262.5 FT) WEST OF ALGOMA CENTRAL
 AH9244'RAILWAY CROSSING HEADING SOUTH TO STOCK PILES, 32 M (105.0 FT) EAST OF
 AH9244'THE JUNCTION WITH ROAD TO ALGOMA CENTRAL RAILWAY OFFICE, TABLET IN THE
 AH9244'TOP OF ABUTMENT, 14 M (45.9 FT) FROM ROAD CENTRE LINE, 2.1 M (6.9 FT)
 AH9244'FROM WEST END AND 41 CM (16 INCHES) FROM SOUTH EDGE OF ABUTMENT, AT
 AH9244'ROAD LEVEL.  SUITABLE FOR GPS.  ORGANIZATION LOGO AND DISK STAMPING
 AH9244'WERE NOT REPORTED.
 AH9244'
 AH9244'FOR ADDITIONAL INFORMATION CONTACT NATURAL RESOURCES CANADA, GEODETIC
 AH9244'SURVEY DIVISION, 615 BOOTH STREET, OTTAWA, ONTARIO.
 AH9244
 AH9244                          STATION RECOVERY (2010)
 AH9244
 AH9244'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2010 (JS)
 AH9244'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 AH9247 ***********************************************************************
 AH9247  DESIGNATION -  94U9451
 AH9247  PID         -  AH9247
 AH9247  STATE/COUNTY-  ON/ALGOMA
 AH9247  COUNTRY     -  CANADA
 AH9247  NTS MAPSHEET-  BRUCE MINES (2020)
 AH9247
 AH9247                         *CURRENT SURVEY CONTROL
 AH9247  ______________________________________________________________________
 AH9247* NAD 83(2011) POSITION- 46 15 14.60233(N) 083 33 10.63731(W)   ADJUSTED
 AH9247* NAD 83(2011) ELLIP HT-   142.115 (meters)        (06/27/12)   ADJUSTED
 AH9247* NAD 83(2011) EPOCH   -  2010.00
 AH9247* NAVD 88 ORTHO HEIGHT -   179.2   (meters)      588.    (feet) GPS OBS
 AH9247  ______________________________________________________________________
 AH9247  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AH9247  GEOID HEIGHT    -        -37.030 (meters)                     GEOID09
 AH9247  GEOID HEIGHT    -        -37.461 (meters)                     EGM08
 AH9247  NAD 83(2011) X  -    496,081.441 (meters)                     COMP
 AH9247  NAD 83(2011) Y  - -4,390,121.722 (meters)                     COMP
 AH9247  NAD 83(2011) Z  -  4,584,921.780 (meters)                     COMP
 AH9247
 AH9247  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH9247  Standards:
 AH9247         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH9247            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH9247  -------------------------------------------------------------------
 AH9247  NETWORK    0.25   0.67           0.12   0.07   0.34      0.00904108
 AH9247  -------------------------------------------------------------------
 AH9247  Click here for local accuracies and other accuracy information.
 AH9247
 AH9247.The positional and height information provided upon this datasheet are not
 AH9247.officially recognized by the Government of Canada, provincial governments
 AH9247.within Canada, nor are they intended to replace or substitute for them.
 AH9247.The intent of sharing this data is to allow access to positions or heights
 AH9247.recognized by the United States Government. Passive control that is used by
 AH9247.both nations may share the same or similar designations or descriptions but
 AH9247.do not share official positions or heights. The 'Station Description' may
 AH9247.originate from a Canadian 'Station Report' and if so contains information
 AH9247.licensed under the 'Open Government License - Canada'.
 AH9247
 AH9247.The horizontal coordinates were established by GPS observations
 AH9247.and adjusted by the National Geodetic Survey in June 2012.
 AH9247
 AH9247.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH9247.been affixed to the stable North American tectonic plate. See 
 AH9247.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH9247
 AH9247.The horizontal coordinates are valid at the epoch date displayed above
 AH9247.which is a decimal equivalence of Year/Month/Day.
 AH9247
 AH9247.The orthometric height was determined by GPS observations and a
 AH9247.high-resolution geoid model.
 AH9247
 AH9247.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9247
 AH9247.Click photographs - Photos may exist for this station.
 AH9247
 AH9247.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9247
 AH9247.The ellipsoidal height was determined by GPS observations
 AH9247.and is referenced to NAD 83.
 AH9247
 AH9247. The following values were computed from the NAD 83(2011) position.
 AH9247
 AH9247;                    North         East     Units Scale Factor Converg.
 AH9247;UTM  17      - 5,125,443.471   303,228.269   MT  1.00007598   -1 50 41.6
 AH9247
 AH9247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9247!UTM  17      -   0.99997772  x   1.00007598  =   1.00005370
 AH9247
 AH9247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLM0322825443(NAD 83)
 AH9247
 AH9247                          SUPERSEDED SURVEY CONTROL
 AH9247
 AH9247  NAD 83(2007)-  46 15 14.60270(N)    083 33 10.63784(W) AD(2002.00) 0
 AH9247  ELLIP H (02/10/07)  142.135  (m)                       GP(2002.00)    
 AH9247  ELLIP H (07/12/02)  142.147  (m)                       GP(       ) 3 2
 AH9247  NAD 83(1997)-  46 15 14.60276(N)    083 33 10.63858(W) AD(       ) A
 AH9247  ELLIP H (05/25/99)  142.123  (m)                       GP(       ) 3 1
 AH9247  NAVD 88 (10/11/07)  179.2    (m)  GEOID03  model used  GPS OBS        
 AH9247  NAVD 88 (05/25/99)  179.1    (m)  GEOID96  model used  GPS OBS        
 AH9247
 AH9247.Superseded values are not recommended for survey control.
 AH9247
 AH9247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9247.See file dsdata.pdf to determine how the superseded data were derived.
 AH9247
 AH9247_MARKER: DD = SURVEY DISK
 AH9247_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 AH9247_SP_SET: BEDROCK
 AH9247_STAMPING: 94U9451
 AH9247_MARK LOGO: WTRCAN
 AH9247_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9247_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH9247+STABILITY: POSITION/ELEVATION WELL
 AH9247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9247+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2015
 AH9247
 AH9247  HISTORY     - Date     Condition        Report By
 AH9247  HISTORY     - 1998     MONUMENTED       WTRCAN
 AH9247  HISTORY     - 2005     GOOD             CADNR
 AH9247  HISTORY     - 20100604 GOOD             CADNR
 AH9247  HISTORY     - 20150803 GOOD             CADNR
 AH9247
 AH9247                          STATION DESCRIPTION
 AH9247
 AH9247'DESCRIBED BY WATER SURVEY OF CANADA 1998
 AH9247'NO DESCRIPTION SUBMITTED FOR THIS POINT.  TEXT CREATED BY ADDESC.
 AH9247
 AH9247                          STATION RECOVERY (2005)
 AH9247
 AH9247'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2005 (JS)
 AH9247'WATER SURVEY CANADA BRONZE TABLET SET IN BEDROCK, WEST OF ROAD, 26
 AH9247'METERS SOUTHEAST OF THE NORTHEAST CORNER OF KP AERODYNAMICS WORK SHED.
 AH9247'FOR ADDITIONAL INFORMATION CONTACT NATURAL RESOURCES CANADA, GEODETIC
 AH9247'SURVEY DIVISION, 615 BOOTH STREET, OTTAWA, ONTARIO.
 AH9247
 AH9247                          STATION RECOVERY (2010)
 AH9247
 AH9247'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2010 (JS)
 AH9247'RECOVERED AS DESCRIBED.
 AH9247
 AH9247                          STATION RECOVERY (2015)
 AH9247
 AH9247'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2015 (RJS)
 AH9247'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 AH9248 ***********************************************************************
 AH9248  DESIGNATION -  953000
 AH9248  PID         -  AH9248
 AH9248  STATE/COUNTY-  ON/THUNDER BAY
 AH9248  COUNTRY     -  CANADA
 AH9248  NTS MAPSHEET-  THUNDER BAY (2020)
 AH9248
 AH9248                         *CURRENT SURVEY CONTROL
 AH9248  ______________________________________________________________________
 AH9248* NAD 83(2011) POSITION- 48 24 23.43566(N) 089 13 20.73032(W)   ADJUSTED
 AH9248* NAD 83(2011) ELLIP HT-   150.292 (meters)        (06/27/12)   ADJUSTED
 AH9248* NAD 83(2011) EPOCH   -  2010.00
 AH9248* NAVD 88 ORTHO HEIGHT -   186.4   (meters)      612.    (feet) GPS OBS
 AH9248  ______________________________________________________________________
 AH9248  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AH9248  GEOID HEIGHT    -        -36.117 (meters)                     GEOID09
 AH9248  GEOID HEIGHT    -        -36.336 (meters)                     EGM08
 AH9248  NAD 83(2011) X  -     57,569.061 (meters)                     COMP
 AH9248  NAD 83(2011) Y  - -4,241,728.595 (meters)                     COMP
 AH9248  NAD 83(2011) Z  -  4,747,115.067 (meters)                     COMP
 AH9248
 AH9248  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH9248  Standards:
 AH9248         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH9248            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH9248  -------------------------------------------------------------------
 AH9248  NETWORK    0.30   1.00           0.14   0.09   0.51     -0.04653253
 AH9248  -------------------------------------------------------------------
 AH9248  Click here for local accuracies and other accuracy information.
 AH9248
 AH9248.The positional and height information provided upon this datasheet are not
 AH9248.officially recognized by the Government of Canada, provincial governments
 AH9248.within Canada, nor are they intended to replace or substitute for them.
 AH9248.The intent of sharing this data is to allow access to positions or heights
 AH9248.recognized by the United States Government. Passive control that is used by
 AH9248.both nations may share the same or similar designations or descriptions but
 AH9248.do not share official positions or heights. The 'Station Description' may
 AH9248.originate from a Canadian 'Station Report' and if so contains information
 AH9248.licensed under the 'Open Government License - Canada'.
 AH9248
 AH9248.The horizontal coordinates were established by GPS observations
 AH9248.and adjusted by the National Geodetic Survey in June 2012.
 AH9248
 AH9248.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH9248.been affixed to the stable North American tectonic plate. See 
 AH9248.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH9248
 AH9248.The horizontal coordinates are valid at the epoch date displayed above
 AH9248.which is a decimal equivalence of Year/Month/Day.
 AH9248
 AH9248.The orthometric height was determined by GPS observations and a
 AH9248.high-resolution geoid model.
 AH9248
 AH9248.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9248
 AH9248.Click photographs - Photos may exist for this station.
 AH9248
 AH9248.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9248
 AH9248.The ellipsoidal height was determined by GPS observations
 AH9248.and is referenced to NAD 83.
 AH9248
 AH9248. The following values were computed from the NAD 83(2011) position.
 AH9248
 AH9248;                    North         East     Units Scale Factor Converg.
 AH9248;UTM  16      - 5,363,869.859   335,528.520   MT  0.99993237   -1 39 44.9
 AH9248
 AH9248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9248!UTM  16      -   0.99997645  x   0.99993237  =   0.99990882
 AH9248
 AH9248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16UCU3552863869(NAD 83)
 AH9248
 AH9248                          SUPERSEDED SURVEY CONTROL
 AH9248
 AH9248  ELLIP H (10/11/07)  150.287  (m)                       GP(       ) 4 2
 AH9248  NAD 83(2007)-  48 24 23.43571(N)    089 13 20.73118(W) AD(2002.00) 0
 AH9248  ELLIP H (02/10/07)  150.325  (m)                       GP(2002.00)    
 AH9248  NAD 83(1997)-  48 24 23.43597(N)    089 13 20.73173(W) AD(       ) A
 AH9248  ELLIP H (05/25/99)  150.332  (m)                       GP(       ) 3 1
 AH9248  NAVD 88 (10/11/07)  186.5    (m)  GEOID03  model used  GPS OBS        
 AH9248  NAVD 88 (05/25/99)  186.4    (m)  GEOID96  model used  GPS OBS        
 AH9248
 AH9248.Superseded values are not recommended for survey control.
 AH9248
 AH9248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9248.See file dsdata.pdf to determine how the superseded data were derived.
 AH9248
 AH9248_MARKER: DD = SURVEY DISK
 AH9248_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH9248_SP_SET: CONCRETE CURB
 AH9248_STAMPING: 53000
 AH9248_MARK LOGO: GSC
 AH9248_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH9248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9248+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2015
 AH9248
 AH9248  HISTORY     - Date     Condition        Report By
 AH9248  HISTORY     - 1998     MONUMENTED       GSC
 AH9248  HISTORY     - 2005     GOOD             CADNR
 AH9248  HISTORY     - 20100722 GOOD             CADNR
 AH9248  HISTORY     - 20150803 GOOD             CADNR
 AH9248
 AH9248                          STATION DESCRIPTION
 AH9248
 AH9248'DESCRIBED BY GEODETIC SURVEY OF CANADA 1998
 AH9248'NO DESCRIPTION SUBMITTED FOR THIS POINT.  TEXT CREATED BY ADDESC.
 AH9248
 AH9248                          STATION RECOVERY (2005)
 AH9248
 AH9248'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2005 (JS)
 AH9248'THUNDER BAY.  FROM THE INTERSECTION OF FORT WILLIAM ROAD AND MAIN
 AH9248'STREET IN THUNDER BAY, DRIVE 1.2 KM (0.7 MI) ON MAIN STREET TO
 AH9248'ENVIRONMENT CANADA (WATER SURVEY) OFFICE.  STATION IS LOCATED INSIDE
 AH9248'THE GATE TO THE KEEFER TERMINAL.  MKD BY A BRASS TABLET SET IN THE TOP
 AH9248'OF A CONCRETE CURB BETWEEN THE ENVIRONMENT CANADA BUILDING AND THE
 AH9248'SEAMENS CENTRE ON THE NORTH SIDE OF MAIN STREET.  STATION IS SOUTH OF
 AH9248'SATELLITE DISH.  SPIRIT LEVEL TIE WAS MADE BETWEEN THE STATION AND BM
 AH9248'19674 POAR-4 IN 1995.
 AH9248'
 AH9248'FOR ADDITIONAL INFORMATION CONTACT NATURAL RESOURCES CANADA, GEODETIC
 AH9248'SURVEY DIVISION, 615 BOOTH STREET, OTTAWA, ONTARIO.
 AH9248
 AH9248                          STATION RECOVERY (2010)
 AH9248
 AH9248'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2010 (JS)
 AH9248'RECOVERED AS DESCRIBED.
 AH9248
 AH9248                          STATION RECOVERY (2015)
 AH9248
 AH9248'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2015 (RJS)
 AH9248'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 AH9249 ***********************************************************************
 AH9249  DESIGNATION -  973006
 AH9249  PID         -  AH9249
 AH9249  STATE/COUNTY-  ON/ELGIN
 AH9249  COUNTRY     -  CANADA
 AH9249  NTS MAPSHEET-  PORT STANLEY (2020)
 AH9249
 AH9249                         *CURRENT SURVEY CONTROL
 AH9249  ______________________________________________________________________
 AH9249* NAD 83(2011) POSITION- 42 39 31.04520(N) 081 12 48.39983(W)   ADJUSTED
 AH9249* NAD 83(2011) ELLIP HT-   140.357 (meters)        (06/27/12)   ADJUSTED
 AH9249* NAD 83(2011) EPOCH   -  2010.00
 AH9249* NAVD 88 ORTHO HEIGHT -   176.0   (meters)      577.    (feet) GPS OBS
 AH9249  ______________________________________________________________________
 AH9249  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AH9249  GEOID HEIGHT    -        -35.626 (meters)                     GEOID09
 AH9249  GEOID HEIGHT    -        -36.250 (meters)                     EGM08
 AH9249  NAD 83(2011) X  -    717,613.194 (meters)                     COMP
 AH9249  NAD 83(2011) Y  - -4,642,704.743 (meters)                     COMP
 AH9249  NAD 83(2011) Z  -  4,299,784.642 (meters)                     COMP
 AH9249
 AH9249  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH9249  Standards:
 AH9249         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH9249            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH9249  -------------------------------------------------------------------
 AH9249  NETWORK    0.30   0.78           0.14   0.10   0.40     -0.00204127
 AH9249  -------------------------------------------------------------------
 AH9249  Click here for local accuracies and other accuracy information.
 AH9249
 AH9249.The positional and height information provided upon this datasheet are not
 AH9249.officially recognized by the Government of Canada, provincial governments
 AH9249.within Canada, nor are they intended to replace or substitute for them.
 AH9249.The intent of sharing this data is to allow access to positions or heights
 AH9249.recognized by the United States Government. Passive control that is used by
 AH9249.both nations may share the same or similar designations or descriptions but
 AH9249.do not share official positions or heights. The 'Station Description' may
 AH9249.originate from a Canadian 'Station Report' and if so contains information
 AH9249.licensed under the 'Open Government License - Canada'.
 AH9249
 AH9249.The horizontal coordinates were established by GPS observations
 AH9249.and adjusted by the National Geodetic Survey in June 2012.
 AH9249
 AH9249.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH9249.been affixed to the stable North American tectonic plate. See 
 AH9249.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH9249
 AH9249.The horizontal coordinates are valid at the epoch date displayed above
 AH9249.which is a decimal equivalence of Year/Month/Day.
 AH9249
 AH9249.The orthometric height was determined by GPS observations and a
 AH9249.high-resolution geoid model.
 AH9249
 AH9249.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9249
 AH9249.Click photographs - Photos may exist for this station.
 AH9249
 AH9249.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9249
 AH9249.The ellipsoidal height was determined by GPS observations
 AH9249.and is referenced to NAD 83.
 AH9249
 AH9249. The following values were computed from the NAD 83(2011) position.
 AH9249
 AH9249;                    North         East     Units Scale Factor Converg.
 AH9249;UTM  17      - 4,722,928.749   482,506.493   MT  0.99960376   -0 08 40.7
 AH9249
 AH9249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9249!UTM  17      -   0.99997799  x   0.99960376  =   0.99958176
 AH9249
 AH9249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMH8250622928(NAD 83)
 AH9249
 AH9249                          SUPERSEDED SURVEY CONTROL
 AH9249
 AH9249  ELLIP H (10/11/07)  140.358  (m)                       GP(       ) 4 2
 AH9249  NAD 83(2007)-  42 39 31.04516(N)    081 12 48.40052(W) AD(2002.00) 0
 AH9249  ELLIP H (02/10/07)  140.387  (m)                       GP(2002.00)    
 AH9249  NAD 83(1997)-  42 39 31.04554(N)    081 12 48.40096(W) AD(       ) A
 AH9249  ELLIP H (05/25/99)  140.400  (m)                       GP(       ) 3 1
 AH9249  NAVD 88 (10/11/07)  176.0    (m)  GEOID03  model used  GPS OBS        
 AH9249  NAVD 88 (05/25/99)  176.1    (m)  GEOID96  model used  GPS OBS        
 AH9249
 AH9249.Superseded values are not recommended for survey control.
 AH9249
 AH9249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9249.See file dsdata.pdf to determine how the superseded data were derived.
 AH9249
 AH9249_MARKER: DD = SURVEY DISK
 AH9249_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH9249_SP_SET: CONCRETE WHARF
 AH9249_STAMPING: 973006
 AH9249_MARK LOGO: GSC
 AH9249_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9249+STABILITY: SURFACE MOTION
 AH9249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9249+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2015
 AH9249
 AH9249  HISTORY     - Date     Condition        Report By
 AH9249  HISTORY     - 1998     MONUMENTED       GSC
 AH9249  HISTORY     - 2005     GOOD             CADNR
 AH9249  HISTORY     - 20100610 GOOD             CADNR
 AH9249  HISTORY     - 20150814 GOOD             CADNR
 AH9249
 AH9249                          STATION DESCRIPTION
 AH9249
 AH9249'DESCRIBED BY GEODETIC SURVEY OF CANADA 1998
 AH9249'NO DESCRIPTION SUBMITTED FOR THIS POINT.  TEXT CREATED BY ADDESC.
 AH9249
 AH9249                          STATION RECOVERY (2005)
 AH9249
 AH9249'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2005 (JS)
 AH9249'PORT STANLEY.  GEODETIC BRASS TABLET SET IN THE TOP OF THE SOUTH END
 AH9249'OF WHARF AT WEST SIDE OF HARBOUR IN PORT STANLEY, 38.8 M (127.3 FT)
 AH9249'SOUTH OF THE SOUTHEAST CORNER OF WATER GAUGE HOUSE, 8.3 M (27.2 FT)
 AH9249'SOUTHEAST OF CYL SUPPORT FOR GREEN BEACON LIGHT AND 2.27 M (7.4 FT)
 AH9249'EAST OF BOLLARD IN CENTER OF SEMICIRCULAR END OF THE WHARF.
 AH9249'ORGANIZATION LOGO AND DISK STAMPING WERE NOT REPORTED.
 AH9249'
 AH9249'FOR ADDITIONAL INFORMATION CONTACT NATURAL RESOURCES CANADA, GEODETIC
 AH9249'SURVEY DIVISION, 615 BOOTH STREET, OTTAWA, ONTARIO.
 AH9249
 AH9249                          STATION RECOVERY (2010)
 AH9249
 AH9249'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2010 (JS)
 AH9249'RECOVERED AS DESCRIBED.
 AH9249
 AH9249                          STATION RECOVERY (2015)
 AH9249
 AH9249'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2015 (RJS)
 AH9249'RECOVERED AS DESCRIBED. THE 7 OF STAMPING IS NOT LEGIBLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 AH9250 ***********************************************************************
 AH9250  DESIGNATION -  973007
 AH9250  PID         -  AH9250
 AH9250  STATE/COUNTY-  ON/BRUCE
 AH9250  COUNTRY     -  CANADA
 AH9250  NTS MAPSHEET-  DORCAS BAY (2020)
 AH9250
 AH9250                         *CURRENT SURVEY CONTROL
 AH9250  ______________________________________________________________________
 AH9250* NAD 83(2011) POSITION- 45 13 26.83728(N) 081 38 07.87052(W)   ADJUSTED
 AH9250* NAD 83(2011) ELLIP HT-   172.755 (meters)        (06/27/12)   ADJUSTED
 AH9250* NAD 83(2011) EPOCH   -  2010.00
 AH9250* NAVD 88 ORTHO HEIGHT -   209.8   (meters)      688.    (feet) GPS OBS
 AH9250  ______________________________________________________________________
 AH9250  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AH9250  GEOID HEIGHT    -        -37.034 (meters)                     GEOID09
 AH9250  GEOID HEIGHT    -        -37.578 (meters)                     EGM08
 AH9250  NAD 83(2011) X  -    654,623.312 (meters)                     COMP
 AH9250  NAD 83(2011) Y  - -4,452,197.357 (meters)                     COMP
 AH9250  NAD 83(2011) Z  -  4,505,048.818 (meters)                     COMP
 AH9250
 AH9250  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH9250  Standards:
 AH9250         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH9250            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH9250  -------------------------------------------------------------------
 AH9250  NETWORK    0.30   0.69           0.13   0.11   0.35     -0.00296361
 AH9250  -------------------------------------------------------------------
 AH9250  Click here for local accuracies and other accuracy information.
 AH9250
 AH9250.The positional and height information provided upon this datasheet are not
 AH9250.officially recognized by the Government of Canada, provincial governments
 AH9250.within Canada, nor are they intended to replace or substitute for them.
 AH9250.The intent of sharing this data is to allow access to positions or heights
 AH9250.recognized by the United States Government. Passive control that is used by
 AH9250.both nations may share the same or similar designations or descriptions but
 AH9250.do not share official positions or heights. The 'Station Description' may
 AH9250.originate from a Canadian 'Station Report' and if so contains information
 AH9250.licensed under the 'Open Government License - Canada'.
 AH9250
 AH9250.The horizontal coordinates were established by GPS observations
 AH9250.and adjusted by the National Geodetic Survey in June 2012.
 AH9250
 AH9250.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH9250.been affixed to the stable North American tectonic plate. See 
 AH9250.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH9250
 AH9250.The horizontal coordinates are valid at the epoch date displayed above
 AH9250.which is a decimal equivalence of Year/Month/Day.
 AH9250
 AH9250.The orthometric height was determined by GPS observations and a
 AH9250.high-resolution geoid model.
 AH9250
 AH9250.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9250
 AH9250.Click photographs - Photos may exist for this station.
 AH9250
 AH9250.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9250
 AH9250.The ellipsoidal height was determined by GPS observations
 AH9250.and is referenced to NAD 83.
 AH9250
 AH9250. The following values were computed from the NAD 83(2011) position.
 AH9250
 AH9250;                    North         East     Units Scale Factor Converg.
 AH9250;UTM  17      - 5,008,044.372   450,106.999   MT  0.99963061   -0 27 04.1
 AH9250
 AH9250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9250!UTM  17      -   0.99997292  x   0.99963061  =   0.99960354
 AH9250
 AH9250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TML5010608044(NAD 83)
 AH9250
 AH9250                          SUPERSEDED SURVEY CONTROL
 AH9250
 AH9250  NAD 83(2007)-  45 13 26.83766(N)    081 38 07.87112(W) AD(2002.00) 0
 AH9250  ELLIP H (02/10/07)  172.763  (m)                       GP(2002.00)    
 AH9250  NAD 83(1997)-  45 13 26.83776(N)    081 38 07.87173(W) AD(       ) A
 AH9250  ELLIP H (05/25/99)  172.755  (m)                       GP(       ) 3 1
 AH9250  NAVD 88 (10/11/07)  209.9    (m)  GEOID03  model used  GPS OBS        
 AH9250  NAVD 88 (05/25/99)  209.8    (m)  GEOID96  model used  GPS OBS        
 AH9250
 AH9250.Superseded values are not recommended for survey control.
 AH9250
 AH9250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9250.See file dsdata.pdf to determine how the superseded data were derived.
 AH9250
 AH9250_MARKER: F = FLANGE-ENCASED ROD
 AH9250_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 AH9250_STAMPING: 973007
 AH9250_MARK LOGO: GSC
 AH9250_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH9250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9250+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2015
 AH9250
 AH9250  HISTORY     - Date     Condition        Report By
 AH9250  HISTORY     - 1998     MONUMENTED       GSC
 AH9250  HISTORY     - 2005     GOOD             CADNR
 AH9250  HISTORY     - 20100602 GOOD             CADNR
 AH9250  HISTORY     - 20150810 GOOD             GSC
 AH9250
 AH9250                          STATION DESCRIPTION
 AH9250
 AH9250'DESCRIBED BY GEODETIC SURVEY OF CANADA 1998
 AH9250'NO DESCRIPTION SUBMITTED FOR THIS POINT.  TEXT CREATED BY ADDESC.
 AH9250
 AH9250                          STATION RECOVERY (2005)
 AH9250
 AH9250'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2005 (JS)
 AH9250'TOBERMORY.  A 3-D TYPE MONUMENT UNDER ACCESS COVER ALONG WARNER BAY
 AH9250'ROAD ON THE PROPERTY OF THE TOBERMORY MUNICIPAL AIRPORT, 3.5 KM (2.2
 AH9250'MI) SOUTHEAST OF TOBERMORY, 0.7 KM (0.4 MI) SOUTHWEST OF THE JUNCTION
 AH9250'WITH HIGHWAY 6, 65 M (213.3 FT) SOUTHEAST OF A FENCE LINE, 57 M (187.0
 AH9250'FT) WEST OF WINDSOCK, 54 M (177.2 FT) SOUTH OF FLAGPOLE AND 40 M
 AH9250'(131.2 FT) SOUTHWEST OF CORNER OF ASPHALT-COVERED AIRCRAFT TIE-DOWN
 AH9250'AREA.  ORGANIZATION LOGO AND STAMPING WERE NOT REPORTED.
 AH9250'
 AH9250'FOR ADDITIONAL INFORMATION CONTACT NATURAL RESOURCES CANADA, GEODETIC
 AH9250'SURVEY DIVISION, 615 BOOTH STREET, OTTAWA, ONTARIO.
 AH9250
 AH9250                          STATION RECOVERY (2010)
 AH9250
 AH9250'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2010 (JS)
 AH9250'RECOVERED AS DESCRIBED.
 AH9250
 AH9250                          STATION RECOVERY (2015)
 AH9250
 AH9250'RECOVERY NOTE BY GEODETIC SURVEY OF CANADA 2015 (RJS)
 AH9250'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DL5263 ***********************************************************************
 DL5263  DESIGNATION -  98 1
 DL5263  PID         -  DL5263
 DL5263  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 DL5263  COUNTRY     -  CANADA
 DL5263  NTS MAPSHEET-  CORNWALL (2020)
 DL5263
 DL5263                         *CURRENT SURVEY CONTROL
 DL5263  ______________________________________________________________________
 DL5263* NAD 83(1986) POSITION- 45 00 45.96   (N) 074 47 11.71   (W)   HD_HELD1
 DL5263* NAVD 88 ORTHO HEIGHT -    60.135 (meters)      197.29  (feet) ADJUSTED
 DL5263  ______________________________________________________________________
 DL5263  GEOID HEIGHT    -        -31.512 (meters)                     EGM08
 DL5263  DYNAMIC HEIGHT  -         60.134 (meters)      197.29  (feet) COMP
 DL5263  MODELED GRAVITY -    980,599.2   (mgal)                       NAVD 88
 DL5263
 DL5263  VERT ORDER      -  FIRST     CLASS II
 DL5263
 DL5263.The positional and height information provided upon this datasheet are not
 DL5263.officially recognized by the Government of Canada, provincial governments
 DL5263.within Canada, nor are they intended to replace or substitute for them.
 DL5263.The intent of sharing this data is to allow access to positions or heights
 DL5263.recognized by the United States Government. Passive control that is used by
 DL5263.both nations may share the same or similar designations or descriptions but
 DL5263.do not share official positions or heights. The 'Station Description' may
 DL5263.originate from a Canadian 'Station Report' and if so contains information
 DL5263.licensed under the 'Open Government License - Canada'.
 DL5263
 DL5263.The horizontal coordinates were determined by differentially corrected
 DL5263.hand held GPS observations or other comparable positioning techniques
 DL5263.and have an estimated accuracy of +/- 3 meters.
 DL5263
 DL5263.The orthometric height was determined by differential leveling and
 DL5263.adjusted by the NATIONAL GEODETIC SURVEY
 DL5263.in October 2009.
 DL5263
 DL5263.No vertical observational check was made to the station.
 DL5263
 DL5263.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5263
 DL5263.Click photographs - Photos may exist for this station.
 DL5263
 DL5263.The dynamic height is computed by dividing the NAVD 88
 DL5263.geopotential number by the normal gravity value computed on the
 DL5263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5263.degrees latitude (g = 980.6199 gals.).
 DL5263
 DL5263.The modeled gravity was interpolated from observed gravity values.
 DL5263
 DL5263
 DL5263_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1681684390(NAD 83)
 DL5263
 DL5263                          SUPERSEDED SURVEY CONTROL
 DL5263
 DL5263.No superseded survey control is available for this station.
 DL5263
 DL5263_MARKER: Z = SEE DESCRIPTION
 DL5263_SP_SET: DEEP ROD IN BEDROCK
 DL5263_MARK LOGO: NONE
 DL5263_MAGNETIC: I = MARKER IS A STEEL ROD
 DL5263_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DL5263+STABILITY: POSITION/ELEVATION WELL
 DL5263_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5263+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2022
 DL5263_ROD/PIPE-DEPTH: 21.2 meters
 DL5263_SLEEVE-DEPTH  : 20.4 meters
 DL5263
 DL5263  HISTORY     - Date     Condition        Report By
 DL5263  HISTORY     - 198707   MONUMENTED       ONTAPW
 DL5263  HISTORY     - 20220913 GOOD             NGS
 DL5263
 DL5263                          STATION DESCRIPTION
 DL5263
 DL5263'DESCRIBED BY ONTARIO POWER GENERATION 1987
 DL5263'THE STATION IS LOCATED ABOUT 12.4 KM (7.7 MI) NORTHEAST OF MASSENA,
 DL5263'4.6 KM (2.9 MI) WEST-SOUTHWEST OF CORNWALL, CANADA AND 0.5 KM (0.3 MI)
 DL5263'NORTHEAST OF THE MOSES-SAUNDERS DAM OWNERSHIP ONTARIO POWER
 DL5263'GENERATION.  CONTACT THE ENGINEERING DEPARTMENT AT 613-932-3072 TO
 DL5263'OBTAIN PERMISSION TO ACCESS THE MARK.
 DL5263'
 DL5263'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 37 AND 131,
 DL5263'GO NORTHERLY ON HIGHWAY 131 (BARNHART ISLE ROAD) FOR 3.6 KM (2.2 MI)
 DL5263'TO THE TUNNEL AT THE EISENHOWER LOCK.  PASS THROUGH THE TUNNEL AND
 DL5263'CONTINUE NORTHERLY FOR 1.45 KM (0.9 MI) TO A CROSSROAD.  CONTINUE
 DL5263'AHEAD FOR 1.1 KM (0.7 MI) TO A SIDE ROAD RIGHT (BEACH MARINA ROAD).
 DL5263'CONTINUE AHEAD FOR 2.85 KM (1.8 MI) TO THE PASNY SECURITY BUILDING ON
 DL5263'THE RIGHT.  CONTINUE AHEAD FOR 1.15 KM (0.7 MI) TO THE DAM GO
 DL5263'NORTHWEST ON THE DAM FOR 0.95 KM (0.6 MI) TO THE NORTHEAST END OF THE
 DL5263'DAM PROCEED NORTHEAST AND ALONG THE ACCESS ROAD FOR 0.4 KM (0.2 MI) TO
 DL5263'THE SECURITY GATE.  PASS THROUGH THE GATE AND CONTINUE NORTHEAST FOR
 DL5263'0.15 KM (0.1 MI) ALONG THE ROAD AND ACROSS A WATERWAY TO THE STATION
 DL5263'ON THE LEFT.
 DL5263
 DL5263                          STATION RECOVERY (2022)
 DL5263
 DL5263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (JAO)
 DL5263'THE MARK IS LOCATED ABOUT 4.5 KM (2.8 MI) WEST-SOUTHWEST OF THE CITY
 DL5263'HALL IN CORNWALL, ONTARIO, CANADA, 0.5 KM (0.3 MI) NORTH-NORTHEAST OF
 DL5263'THE ROBERT H. SAUNDERS POWER DAM, ST. LAWRENCE GENERATING STATION,
 DL5263'OPERATED BY ONTARIO POWER GENERATION (OPG).
 DL5263'
 DL5263'CONTACT THE ENGINEERING DEPARTMENT AT 613-932-3072 TO OBTAIN
 DL5263'PERMISSION TO ACCESS THE MARK.
 DL5263'
 DL5263'TO REACH FROM THE INTERSECTION OF SECOND ST. W AND POWER DAM DRIVE IN
 DL5263'CORNWALL, ONTARIO, PROCEED WEST ON SECOND ST. W FOR 1.15 KM (0.71 MI)
 DL5263'AND THE MARK LOCATED ON THE WEST SIDE OF THE POWER DAM ENTRANCE DRIVE
 DL5263'(SECOND ST. W EXTENDED), 0.16 KM (0.10 MI) NORTH OF AND ACROSS THE
 DL5263'CORNWALL CANAL FROM THE OPG SECURITY GATE.
 DL5263'
 DL5263'46.0 M (150.9 FT) WEST OF THE CENTERLINE OF SECOND ST W EXTENDED, 45.0
 DL5263'M (147.6 FT) NORTH OF AN EAST WEST FENCE LINE ALONG THE NORTH SIDE OF
 DL5263'THE CORNWALL CANAL, 20.3 M (66.6 FT) NORTHWEST OF THE EXTENDED TALL
 DL5263'CONCRETE HORIZONTAL ALIGNMENT PILLAR NUMBER TD 15, 1.0 M (3.3 FT) WEST
 DL5263'OF AND UNDER A 40 CM (16 INCHES) VOLUNTEER PINE TREE, PROTECTED BY
 DL5263'THREE 13 CM (5 INCHES) DIAMETER STEEL PROTECTIVE POSTS.
 DL5263'
 DL5263'THE MARK IS LOCATED IN THE CENTER OF THREE 13 CM (5 INCHES) STEEL
 DL5263'PROTECTIVE PIPES PROJECTING SOME 1.5 M (4.9 FT) ABOVE THE GROUND.
 DL5263'NOTE: EACH THE PROTECTIVE PIPES ARE PAINTED RED WITH THE REFERENCE
 DL5263'NUMBER "BM 1" PAINTED IN PERMANENT WHITE PAINT LETTERING.
 DL5263'
 DL5263'THE MARK IS A ROUND HALF DOME BRASS DISK (CAP) CONNECTED ON TOP OF A
 DL5263'3/4 INCH (19 MM) STAINLESS STEEL ROD TIP CONNECTED TO A 3/4 INCH (19
 DL5263'MM) STEEL ROD ENCLOSED AND CENTERED WITHIN A 3 INCH (8 CM) ID) OIL
 DL5263'FILLED STEEL PIPE CASING PROJECTING 15 CM (6 INCHES).  THE 3/4 INCH
 DL5263'(19 MM) STEEL ROD IS CONNECTED TO A MECHANICAL WEDGE DRILLED 2.5 FT
 DL5263'(0.8 M) INTO BEDROCK FOR A TOTAL ROD LENGTH OF 21.2 M (69.6 FT).
 DL5263'
 DL5263'NOTE-ACCESS TO THE MARK IS THROUGH A PAD LOCKED STEEL CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DL5320 ***********************************************************************
 DL5320  DESIGNATION -  98 2
 DL5320  PID         -  DL5320
 DL5320  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 DL5320  COUNTRY     -  CANADA
 DL5320  NTS MAPSHEET-  CORNWALL (2020)
 DL5320
 DL5320                         *CURRENT SURVEY CONTROL
 DL5320  ______________________________________________________________________
 DL5320* NAD 83(1986) POSITION- 45 01 29.85   (N) 074 48 21.31   (W)   HD_HELD1
 DL5320* NAVD 88 ORTHO HEIGHT -    70.564 (meters)      231.51  (feet) ADJUSTED
 DL5320  ______________________________________________________________________
 DL5320  GEOID HEIGHT    -        -31.565 (meters)                     EGM08
 DL5320  DYNAMIC HEIGHT  -         70.563 (meters)      231.51  (feet) COMP
 DL5320  MODELED GRAVITY -    980,599.9   (mgal)                       NAVD 88
 DL5320
 DL5320  VERT ORDER      -  FIRST     CLASS II
 DL5320
 DL5320.The positional and height information provided upon this datasheet are not
 DL5320.officially recognized by the Government of Canada, provincial governments
 DL5320.within Canada, nor are they intended to replace or substitute for them.
 DL5320.The intent of sharing this data is to allow access to positions or heights
 DL5320.recognized by the United States Government. Passive control that is used by
 DL5320.both nations may share the same or similar designations or descriptions but
 DL5320.do not share official positions or heights. The 'Station Description' may
 DL5320.originate from a Canadian 'Station Report' and if so contains information
 DL5320.licensed under the 'Open Government License - Canada'.
 DL5320
 DL5320.The horizontal coordinates were determined by differentially corrected
 DL5320.hand held GPS observations or other comparable positioning techniques
 DL5320.and have an estimated accuracy of +/- 3 meters.
 DL5320
 DL5320.The orthometric height was determined by differential leveling and
 DL5320.adjusted by the NATIONAL GEODETIC SURVEY
 DL5320.in October 2009.
 DL5320
 DL5320.No vertical observational check was made to the station.
 DL5320
 DL5320.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5320
 DL5320.Click photographs - Photos may exist for this station.
 DL5320
 DL5320.The dynamic height is computed by dividing the NAVD 88
 DL5320.geopotential number by the normal gravity value computed on the
 DL5320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5320.degrees latitude (g = 980.6199 gals.).
 DL5320
 DL5320.The modeled gravity was interpolated from observed gravity values.
 DL5320
 DL5320
 DL5320_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1528985741(NAD 83)
 DL5320
 DL5320                          SUPERSEDED SURVEY CONTROL
 DL5320
 DL5320.No superseded survey control is available for this station.
 DL5320
 DL5320_MARKER: Z = SEE DESCRIPTION
 DL5320_SP_SET: DEEP ROD IN BEDROCK
 DL5320_MARK LOGO: NONE
 DL5320_PROJECTION: PROJECTING 20 CENTIMETERS
 DL5320_MAGNETIC: I = MARKER IS A STEEL ROD
 DL5320_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DL5320+STABILITY: POSITION/ELEVATION WELL
 DL5320_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5320+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2022
 DL5320_ROD/PIPE-DEPTH: 20.6 meters
 DL5320_SLEEVE-DEPTH  : 20.0 meters
 DL5320
 DL5320  HISTORY     - Date     Condition        Report By
 DL5320  HISTORY     - 198707   MONUMENTED       ONTAPW
 DL5320  HISTORY     - 20220913 GOOD             NGS
 DL5320
 DL5320                          STATION DESCRIPTION
 DL5320
 DL5320'DESCRIBED BY ONTARIO POWER GENERATION 1987 (JAO)
 DL5320'THE MARK IS LOCATED ABOUT 3.82 MI (6.1 KM) WEST OF CORNWALL, ONT.,
 DL5320'1.32 MI (2.1 KM) NORTH NORTHWEST OF SAUNDERS DAM OWNERSHIP ONTARIO
 DL5320'POWER GENERATION. CONTACT THE ENGINEERING DEPARTMENT AT 613-932-3072
 DL5320'TO OBTAIN PERMISSION TO ACCESS THE MARK.
 DL5320'
 DL5320'TO REACH FROM THE INTERSECTION OF SECOND STREET AND POWER DAM DRIVE IN
 DL5320'CORNWALL, ONT, TRAVEL WEST ON SECOND STREET FOR 0.96 MI (1.5 KM) TO A
 DL5320'GATE, PASS THROUGH GATE AND TRAVEL NORTH ON ROAD FOR 0.84 MI (1.4 KM)
 DL5320'CONTINUE ALONG ROAD WEST FOR 0.84 MI (1.4 KM) TO THE MARK ON THE
 DL5320'RIGHT.
 DL5320'
 DL5320'THE MARK IS A ROUND HALF DOME DISK SET ON TOP OF ROD ENCLOSED IN 5
 DL5320'INCH (13 CM) COVERED PIPE SET IN THE GROUND.  PROJECTING ABOUT 8 INCH
 DL5320'(20 CM) ABOVE GROUND LEVEL.
 DL5320'
 DL5320'NOTE-NO STAMPING ON DISK.
 DL5320'
 DL5320'NOTE-ROD DEPTH IS UNKNOWN.
 DL5320
 DL5320                          STATION RECOVERY (2022)
 DL5320
 DL5320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (JAO)
 DL5320'THE MARK IS LOCATED ABOUT 6.15 KM (3.82 MI) WEST OF CORNWALL, ONTARIO,
 DL5320'2.15 KM (1.34 MI) NORTH-NORTHWEST OF THE ROBERT H. SAUNDERS POWER DAM,
 DL5320'ST. LAWRENCE GENERATING STATION OPERATED BY ONTARIO POWER GENERATION
 DL5320'(OPG).
 DL5320'
 DL5320'NOTE-CONTACT THE OPG ENGINEERING DEPARTMENT AT 613-932-3072 TO OBTAIN
 DL5320'PERMISSION TO ACCESS THIS MARK.
 DL5320'
 DL5320'TO REACH FROM THE INTERSECTION OF SECOND STREET W AND POWER DAM DRIVE
 DL5320'IN CORNWALL, ONTARIO, TRAVEL WEST ON SECOND STREET W FOR 1.00 KM (0.62
 DL5320'MI) TO A PAVED ENTRANCE DRIVE TO THE NORTH INTO A CITY PARK AND
 DL5320'PARKING LOT AREA, PROCEED WEST THROUGH THE PARKING LOT TO A LOCK GATE
 DL5320'AT THE WEST END, PASS THROUGH GATE TRAVELING SOUTH AND THEN WEST ON A
 DL5320'PAVED PATH ROAD FOR 0.40 KM (0.25 MI) TO ANOTHER LOCKED GATE AND THE
 DL5320'JUNCTION OF THE LOWER GRAVELED DIKE ROAD LEADING NORTH FOR 2.9 KM (1.8
 DL5320'MI) AND THE MARK ON THE RIGHT.
 DL5320'
 DL5320'THE MARK IS LOCATED IN THE CENTER OF TWO 13 CM (5 INCHES) STEEL
 DL5320'PROTECTIVE PIPES PROJECTING SOME 1.5 M (4.9 FT) ABOVE THE GROUND, AT
 DL5320'THE DIKE'S DISTANCE MARKER "110+00" PAINTED ON THE GUARD RAIL ON THE
 DL5320'NORTH SIDE OF THE MARK AND ANOTHER FIXED SIGN POST DISTANCE MARKER
 DL5320'"110+00" TO THE SOUTH ON THE TOP OF THE DIKE.  3.0 M (9.8 FT) NORTH OF
 DL5320'THE CENTERLINE OF THE LOWER DIKE ROAD, 2.9 M (9.5 FT) SOUTH OF A GUARD
 DL5320'RAIL, 1.0 M (3.3 FT) WEST-NORTHWEST OF THE EAST PROTECTIVE PIPE, 1.0 M
 DL5320'(3.3 FT) EAST-NORTHEAST OF THE WEST PROTECTIVE PIPE.
 DL5320'
 DL5320'NOTE: BOTH PROTECTIVE PIPES ARE PAINTED RED WITH THE A REFERENCE
 DL5320'NUMBER "BM 2" PAINTED IN PERMANENT WHITE PAINT LETTERING ON BOTH.
 DL5320'
 DL5320'THE MARK PROJECT 30 CM (12 INCHES) AND IS A ROUND HALF DOME BRASS DISK
 DL5320'(CAP) CONNECTED ON TOP OF A 3/4 INCH (19 MM) STAINLESS STEEL ROD TIP
 DL5320'CONNECTED TO A 3/4 INCH (19 MM) STEEL ROD ENCLOSED AND CENTERED WITHIN
 DL5320'A 3 INCH (8 CM) (ID) OIL FILLED STEEL PIPE CASING.  THE 3/4 INCH (19
 DL5320'MM) STEEL ROD IS CONNECTED TO A MECHANICAL WEDGE DRILLED 2.0 FT (0.6
 DL5320'M) INTO BEDROCK FOR A TOTAL ROD LENGTH OF 20.8 M (68.2 FT), THE
 DL5320'CASING, SLEEVE, WAS ALSO DRILLED INTO BEDROCK AND IS ESTIMATED TO BE
 DL5320'20.6 M (67.6 FT) IN LENGTH.  THE LOWER SECTION OF THE ROD IS CONNECTED
 DL5320'TO A MECHANICAL WEDGE THAT WAS DRILLED SOME 0.6 M (2.0 FT) INTO
 DL5320'BEDROCK.
 DL5320'
 DL5320'NOTE-ACCESS TO THE MARK IS THROUGH A PAD LOCKED STEEL CAP.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1310 ***********************************************************************
 RJ1310  DESIGNATION -  98 C9M 094
 RJ1310  PID         -  RJ1310
 RJ1310  STATE/COUNTY-  ON/ALGOMA
 RJ1310  COUNTRY     -  CANADA
 RJ1310  NTS MAPSHEET-  MUNUSCONG LAKE (2020)
 RJ1310
 RJ1310                         *CURRENT SURVEY CONTROL
 RJ1310  ______________________________________________________________________
 RJ1310* NAD 83(1986) POSITION- 46 13 44.25257(N) 084 05 33.80409(W)   ADJUSTED
 RJ1310* NAVD 88 ORTHO HEIGHT -   177.5   (meters)      582.    (feet) VERTCON
 RJ1310  ______________________________________________________________________
 RJ1310  GEOID HEIGHT    -        -37.041 (meters)                     EGM08
 RJ1310  HORZ ORDER      -  SECOND
 RJ1310
 RJ1310.The positional and height information provided upon this datasheet are not
 RJ1310.officially recognized by the Government of Canada, provincial governments
 RJ1310.within Canada, nor are they intended to replace or substitute for them.
 RJ1310.The intent of sharing this data is to allow access to positions or heights
 RJ1310.recognized by the United States Government. Passive control that is used by
 RJ1310.both nations may share the same or similar designations or descriptions but
 RJ1310.do not share official positions or heights. The 'Station Description' may
 RJ1310.originate from a Canadian 'Station Report' and if so contains information
 RJ1310.licensed under the 'Open Government License - Canada'.
 RJ1310
 RJ1310.The horizontal coordinates were established by classical geodetic methods
 RJ1310.and adjusted by the National Geodetic Survey in May 1990.
 RJ1310
 RJ1310.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1310
 RJ1310.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1310
 RJ1310.Click photographs - Photos may exist for this station.
 RJ1310
 RJ1310. The following values were computed from the NAD 83(1986) position.
 RJ1310
 RJ1310;                    North         East     Units Scale Factor Converg.
 RJ1310;UTM  16      - 5,123,595.798   724,182.802   MT  1.00021785   +2 06 00.9
 RJ1310
 RJ1310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1310!UTM  16      -   0.99997799  x   1.00021785  =   1.00019583
 RJ1310
 RJ1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2418223595(NAD 83)
 RJ1310
 RJ1310                          SUPERSEDED SURVEY CONTROL
 RJ1310
 RJ1310  NGVD 29 (05/22/90)  177.4    (m)          582.     (f) VERT ANG       
 RJ1310
 RJ1310.Superseded values are not recommended for survey control.
 RJ1310
 RJ1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1310.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1310
 RJ1310_MARKER: DS = TRIANGULATION STATION DISK
 RJ1310_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1310+WITH SETTING: INFORMATION.
 RJ1310_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1310
 RJ1310  HISTORY     - Date     Condition        Report By
 RJ1310  HISTORY     - 1988     MONUMENTED       USACE
 RJ1310
 RJ1310                          STATION DESCRIPTION
 RJ1310
 RJ1310'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1310'THE STATION IS LOCATED ABOUT 35.6 KM (22.1 MI) SOUTHEAST OF SAULT
 RJ1310'STE MARIE, 39.8 KM (24.7 MI) EAST OF RUDYARD, AND 30.3 KM (18.8 MI)
 RJ1310'NORTH-NORTHWEST OF DETOUR VILLAGE, PART 4 OF PLAN IR-3190-
 RJ1310'NEEBISH CONCESSION, TOWNSHIP OF ST. JOSEPH, DISTRICT OF ALGOMA.
 RJ1310'OWNERSHIP---TOWNSHIP OF ST. JOSEPH
 RJ1310'
 RJ1310'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI, GO EAST FOR
 RJ1310'4.4 KM (2.7 MI) ON 15 MILE ROAD TO SCENIC DRIVE, TURN RIGHT AND GO
 RJ1310'SOUTH FOR 6.3 KM (3.9 MI) ON SCENIC DRIVE TO JENS RESORT. TRAVEL
 RJ1310'BY BOAT DOWNRIVER FOR 20 MINUTES TO THE EAST SHORE OF MUNUSCONG LAKE,
 RJ1310'WHERE THE STATION IS LOCATED.
 RJ1310'
 RJ1310'THE STATION IS A STANDARD COE DISK THAT IS
 RJ1310'STAMPED---C9M-094---, SET INTO A COVERED SLEEVE THAT IS FLUSH
 RJ1310'WITH THE GROUND, AND ATTACHED TO AN ALUMINUM ROD THAT IS DRIVEN INTO
 RJ1310'THE GROUND, LOCATED 61.0 METERS (200 FT) INLAND FROM THE SHORELINE
 RJ1310'UNDER A LARGE METAL TRIPOD WITH WHITE SLATS.
 RJ1310'
 RJ1310'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DL5258 ***********************************************************************
 DL5258  DESIGNATION -  AA
 DL5258  PID         -  DL5258
 DL5258  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 DL5258  COUNTRY     -  CANADA
 DL5258  NTS MAPSHEET-  CORNWALL (2020)
 DL5258
 DL5258                         *CURRENT SURVEY CONTROL
 DL5258  ______________________________________________________________________
 DL5258* NAD 83(1986) POSITION- 45 00 30.69   (N) 074 47 29.45   (W)   HD_HELD1
 DL5258* NAVD 88 ORTHO HEIGHT -    77.936 (meters)      255.70  (feet) ADJUSTED
 DL5258  ______________________________________________________________________
 DL5258  GEOID HEIGHT    -        -31.515 (meters)                     EGM08
 DL5258  DYNAMIC HEIGHT  -         77.935 (meters)      255.69  (feet) COMP
 DL5258  MODELED GRAVITY -    980,598.8   (mgal)                       NAVD 88
 DL5258
 DL5258  VERT ORDER      -  FIRST     CLASS II
 DL5258
 DL5258.The positional and height information provided upon this datasheet are not
 DL5258.officially recognized by the Government of Canada, provincial governments
 DL5258.within Canada, nor are they intended to replace or substitute for them.
 DL5258.The intent of sharing this data is to allow access to positions or heights
 DL5258.recognized by the United States Government. Passive control that is used by
 DL5258.both nations may share the same or similar designations or descriptions but
 DL5258.do not share official positions or heights. The 'Station Description' may
 DL5258.originate from a Canadian 'Station Report' and if so contains information
 DL5258.licensed under the 'Open Government License - Canada'.
 DL5258
 DL5258.The horizontal coordinates were determined by differentially corrected
 DL5258.hand held GPS observations or other comparable positioning techniques
 DL5258.and have an estimated accuracy of +/- 3 meters.
 DL5258
 DL5258.The orthometric height was determined by differential leveling and
 DL5258.adjusted by the NATIONAL GEODETIC SURVEY
 DL5258.in March 2024.
 DL5258
 DL5258.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5258
 DL5258.Click photographs - Photos may exist for this station.
 DL5258
 DL5258.The dynamic height is computed by dividing the NAVD 88
 DL5258.geopotential number by the normal gravity value computed on the
 DL5258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5258.degrees latitude (g = 980.6199 gals.).
 DL5258
 DL5258.The modeled gravity was interpolated from observed gravity values.
 DL5258
 DL5258
 DL5258_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1642983918(NAD 83)
 DL5258
 DL5258                          SUPERSEDED SURVEY CONTROL
 DL5258
 DL5258  NAVD 88 (10/14/09)   77.918  (m)          255.64   (f) SUPERSEDED  1 2
 DL5258
 DL5258.Superseded values are not recommended for survey control.
 DL5258
 DL5258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5258.See file dsdata.pdf to determine how the superseded data were derived.
 DL5258
 DL5258_MARKER: Z = SEE DESCRIPTION
 DL5258_SP_SET: DEFORMATION MONUMENT
 DL5258_MARK LOGO: NONE
 DL5258_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL5258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5258+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2022
 DL5258
 DL5258  HISTORY     - Date     Condition        Report By
 DL5258  HISTORY     - 1985     MONUMENTED       ONTAPW
 DL5258  HISTORY     - 20220912 GOOD             NGS
 DL5258
 DL5258                          STATION DESCRIPTION
 DL5258
 DL5258'DESCRIBED BY ONTARIO POWER GENERATION 1985
 DL5258'THE STATION IS LOCATED ABOUT 11.5 KM (7.1 MI) NORTHEAST OF MASSENA,
 DL5258'5.35 KM (3.3 MI) WEST-SOUTHWEST OF CORNWALL, CANADA AND ON THE
 DL5258'CANADIAN PORTION OF THE MOSES-SAUNDERS DAM.
 DL5258'
 DL5258'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 37 AND 131,
 DL5258'GO NORTHERLY ON HIGHWAY 131 (BARNHART ISLE ROAD) FOR 3.6 KM (2.2 MI)
 DL5258'TO THE TUNNEL AT THE EISENHOWER LOCK.  PASS THROUGH THE TUNNEL AND
 DL5258'CONTINUE NORTHERLY FOR 1.45 KM (0.9 MI) TO A CROSSROAD.  CONTINUE
 DL5258'AHEAD FOR 1.1 KM (0.7 MI) TO A SIDE ROAD RIGHT (BEACH MARINA ROAD).
 DL5258'CONTINUE AHEAD FOR 2.85 KM (1.8 MI) TO THE PASNY SECURITY BUILDING ON
 DL5258'THE RIGHT.  CONTINUE AHEAD FOR 1.15 KM (0.7 MI) TO THE DAM GO
 DL5258'NORTHWEST ON THE DAM FOR 0.85 KM (0.5 MI) TO PAST THE CENTER OF THE
 DL5258'DAM, THE INTERNATIONAL BOUNDARY AND TO THE STATION.
 DL5258'
 DL5258'BM TD AA IS THE HIGHEST POINT OF A 5/8-INCH (13 CM) - 11 STAINLESS
 DL5258'STEEL THREADED STUD NEAR THE EAST EDGE OF THE CONCRETE DECK OF THE
 DL5258'HEADWORK, 0.78 M (2.6 FT) WEST OF THE EASTERNMOST RAIL OF THE OVERHEAD
 DL5258'GANTRY CRANE AND 0.71 M (2.3 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF
 DL5258'HEAD GATE HATCH COVER 2C.
 DL5258
 DL5258                          STATION RECOVERY (2022)
 DL5258
 DL5258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (JAO)
 DL5258'THE MARK IS LOCATED 4.9 KM (3.0 MI) WEST-SOUTHWEST OF THE CORNWALL,
 DL5258'ONTARIO, CANADA CITY HALL AND WITHIN THE GROUNDS FOR THE ROBERT H.
 DL5258'SAUNDERS POWER DAM, ST. LAWRENCE GENERATING STATION, OPERATED BY
 DL5258'ONTARIO POWER GENERATION (OPG).
 DL5258'
 DL5258'CONTACT THE OPG ENGINEERING DEPARTMENT AT 613-932-3072 TO OBTAIN
 DL5258'PERMISSION TO ACCESS THE MARK.
 DL5258'
 DL5258'THE HIGHEST POINT OF A 5/8-INCH (16 MM) - 11 THREADED STAINLESS STEEL
 DL5258'BOLT IN THE TOP CENTER OF A 23 CM (9 INCHES) ROUND HORIZONTAL CONTROL
 DL5258'2 CM (1 INCH) THICK STAINLESS STEEL BASE PLATE, SET 2 CM (1 INCH)
 DL5258'BELOW THE CONCRETE SURFACE OF THE DECK, NEAR THE DOWNSTREAM EDGE OF
 DL5258'THE OPG HEADWORKS.  THE STAINLESS STEEL PLATE IS CONNECTED TO TWO 15
 DL5258'CM (6 INCHES) LONG 6.35 MM (1/4 INCH) THREADED STAINLESS STEEL RODS
 DL5258'GROUTED INTO THE CONCRETE DECKING.
 DL5258'
 DL5258'NEAR THE SOUTHEAST EDGE OF THE CONCRETE DECK OF THE OPG HEADWORKS AND
 DL5258'INBETWEEN HEADGATES 2C AND 3A, 0.78 M (2.6 FT) NORTHWEST OF THE
 DL5258'SOUTHEAST RAIL FOR THE OVERHEAD GANTRY CRANE AND 0.71 M (2.3 FT)
 DL5258'SOUTHEAST OF THE SOUTHEAST CORNER OF HEAD GATE HATCH COVER 2C.
 DL5258'
 DL5258'NOTE - THE MONUMENT HAS A RED PAINTED IDENTIFIER LETTERING "AA" ON THE
 DL5258'SOUTHEAST CONCRETE WALL JUST ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TA0112 ***********************************************************************
 TA0112  DESIGNATION -  ADDIE
 TA0112  PID         -  TA0112
 TA0112  STATE/COUNTY-  ON/THUNDER BAY
 TA0112  COUNTRY     -  CANADA
 TA0112  NTS MAPSHEET-  ARROW LAKE (2020)
 TA0112
 TA0112                         *CURRENT SURVEY CONTROL
 TA0112  ______________________________________________________________________
 TA0112* NAD 83(1996) POSITION- 48 10 19.88911(N) 090 22 01.77752(W)   ADJUSTED
 TA0112* NAVD 88 ORTHO HEIGHT -   640.    (meters)     2100.    (feet) SCALED
 TA0112  ______________________________________________________________________
 TA0112  GEOID HEIGHT    -        -32.736 (meters)                     EGM08
 TA0112  HORZ ORDER      -  FIRST
 TA0112
 TA0112.The positional and height information provided upon this datasheet are not
 TA0112.officially recognized by the Government of Canada, provincial governments
 TA0112.within Canada, nor are they intended to replace or substitute for them.
 TA0112.The intent of sharing this data is to allow access to positions or heights
 TA0112.recognized by the United States Government. Passive control that is used by
 TA0112.both nations may share the same or similar designations or descriptions but
 TA0112.do not share official positions or heights. The 'Station Description' may
 TA0112.originate from a Canadian 'Station Report' and if so contains information
 TA0112.licensed under the 'Open Government License - Canada'.
 TA0112
 TA0112.The horizontal coordinates were established by classical geodetic methods
 TA0112.and adjusted by the National Geodetic Survey in March 1999.
 TA0112
 TA0112.The orthometric height was scaled from a topographic map.
 TA0112
 TA0112.Significant digits in the geoid height do not necessarily reflect accuracy.
 TA0112
 TA0112.Click photographs - Photos may exist for this station.
 TA0112
 TA0112. The following values were computed from the NAD 83(1996) position.
 TA0112
 TA0112;                    North         East     Units Scale Factor Converg.
 TA0112;UTM  15      - 5,338,791.095   695,736.005   MT  1.00007077   +1 57 45.0
 TA0112
 TA0112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TA0112!UTM  15      -   0.99990480  x   1.00007077  =   0.99997556
 TA0112
 TA0112:                Primary Azimuth Mark                     Grid Az
 TA0112:UTM  15      -  GUNFLINT                                 255 34 52.4
 TA0112
 TA0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UXP9573638791(NAD 83)
 TA0112
 TA0112|---------------------------------------------------------------------|
 TA0112| PID    Reference Object                     Distance      Geod. Az  |
 TA0112|                                                           dddmmss.s |
 TA0112| TA0116 GUNFLINT                            APPROX.16.7 KM 2573237.4 |
 TA0112|---------------------------------------------------------------------|
 TA0112
 TA0112                          SUPERSEDED SURVEY CONTROL
 TA0112
 TA0112  NAD 83(1994)-  48 10 19.89155(N)    090 22 01.79513(W) AD(       ) 1
 TA0112  NAD 83(1986)-  48 10 19.87794(N)    090 22 01.74397(W) AD(       ) 1
 TA0112  NAD 27      -  48 10 20.28800(N)    090 22 01.40300(W) AD(       ) 1
 TA0112
 TA0112.Superseded values are not recommended for survey control.
 TA0112
 TA0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TA0112.See file dsdata.pdf to determine how the superseded data were derived.
 TA0112
 TA0112_MARKER: B = BOLT
 TA0112_SETTING: 0 = UNSPECIFIED SETTING
 TA0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TA0112
 TA0112  HISTORY     - Date     Condition        Report By
 TA0112  HISTORY     - 1914     MONUMENTED       GSC
 TA0112  HISTORY     - 1917     GOOD             CGS
 TA0112
 TA0112                          STATION DESCRIPTION
 TA0112
 TA0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1917
 TA0112'ON SUMMIT OF WOODED ROUND-TOPPED HILL, ABOUT THREE-FOURTHS
 TA0112'MILE SOUTHEAST OF MILEPOST 45 (1-1/2 MILES WEST OF ADDIE LAKE
 TA0112'STATION) OF BRANCH OF CANADIAN NATIONAL RAILWAY FROM PORT ARTHUR
 TA0112'TO NORTH LAKE.  MARKED BY COPPER BOLT STAMPED G.S.C. 1914 IN SOLID
 TA0112'ROCK AND REFERENCED BY THREE COPPER BOLTS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 AB2972 ***********************************************************************
 AB2972  DESIGNATION -  ALGONQUIN 683100E
 AB2972  PID         -  AB2972
 AB2972  STATE/COUNTY-  ON/NIPISSING
 AB2972  COUNTRY     -  CANADA
 AB2972  NTS MAPSHEET-  LAKE LAVIEILLE (2020)
 AB2972
 AB2972                         *CURRENT SURVEY CONTROL
 AB2972  ______________________________________________________________________
 AB2972* NAD 83(1986) POSITION- 45 57 23.71221(N) 078 04 17.63728(W)   ADJUSTED
 AB2972* NAVD 88 ORTHO HEIGHT -   230.9   (meters)      758.    (feet) VERTCON
 AB2972  ______________________________________________________________________
 AB2972  GEOID HEIGHT    -        -36.071 (meters)                     EGM08
 AB2972  HORZ ORDER      -  A
 AB2972
 AB2972.The positional and height information provided upon this datasheet are not
 AB2972.officially recognized by the Government of Canada, provincial governments
 AB2972.within Canada, nor are they intended to replace or substitute for them.
 AB2972.The intent of sharing this data is to allow access to positions or heights
 AB2972.recognized by the United States Government. Passive control that is used by
 AB2972.both nations may share the same or similar designations or descriptions but
 AB2972.do not share official positions or heights. The 'Station Description' may
 AB2972.originate from a Canadian 'Station Report' and if so contains information
 AB2972.licensed under the 'Open Government License - Canada'.
 AB2972
 AB2972.The horizontal coordinates were established by GPS observations
 AB2972.and adjusted by the National Geodetic Survey in April 1992.
 AB2972
 AB2972.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB2972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB2972
 AB2972.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB2972
 AB2972.Click photographs - Photos may exist for this station.
 AB2972
 AB2972. The following values were computed from the NAD 83(1986) position.
 AB2972
 AB2972;                    North         East     Units Scale Factor Converg.
 AB2972;UTM  17      - 5,093,394.390   726,929.520   MT  1.00023312   +2 06 21.2
 AB2972;UTM  18      - 5,093,812.213   261,979.282   MT  1.00029653   -2 12 32.1
 AB2972
 AB2972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2972!UTM  17      -   0.99996946  x   1.00023312  =   1.00020257
 AB2972!UTM  18      -   0.99996946  x   1.00029653  =   1.00026598
 AB2972
 AB2972_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQL2692993394(NAD 83)
 AB2972
 AB2972                          SUPERSEDED SURVEY CONTROL
 AB2972
 AB2972  NGVD 29 (04/03/92)  231.0    (m)  GEOID90  model used  GPS OBS        
 AB2972
 AB2972.Superseded values are not recommended for survey control.
 AB2972
 AB2972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2972.See file dsdata.pdf to determine how the superseded data were derived.
 AB2972
 AB2972_MARK LOGO: NONE
 AB2972
 AB2972  HISTORY     - Date     Condition        Report By
 AB2972  HISTORY     - UNK      MONUMENTED       NONE
 AB2972
 AB2972                          STATION DESCRIPTION
 AB2972
 AB2972'DESCRIBED BY NATIONAL GEODETIC SURVEY UNK
 AB2972'THE ALGONQUIN PARK SITE IS LOCATED AT THE ALGONQUIN RADIO
 AB2972'OBSERVATORY AND IS OPERATED BY THE HERZBERG INSTITUTE OF
 AB2972'ASTROPHYSICS, NATIONAL RESEARCH COUNCIL OF CANADA.
 AB2972'INFORMATION ON THE SPECIFIC MARK IS NOT YET AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 AB2973 ***********************************************************************
 AB2973  DESIGNATION -  ALGONQUIN 683100L
 AB2973  PID         -  AB2973
 AB2973  STATE/COUNTY-  ON/NIPISSING
 AB2973  COUNTRY     -  CANADA
 AB2973  NTS MAPSHEET-  LAKE LAVIEILLE (2020)
 AB2973
 AB2973                         *CURRENT SURVEY CONTROL
 AB2973  ______________________________________________________________________
 AB2973* NAD 83(1986) POSITION- 45 57 16.77748(N) 078 04 20.01864(W)   ADJUSTED
 AB2973* NAVD 88 ORTHO HEIGHT -   237.8   (meters)      780.    (feet) VERTCON
 AB2973  ______________________________________________________________________
 AB2973  GEOID HEIGHT    -        -36.068 (meters)                     EGM08
 AB2973  HORZ ORDER      -  A
 AB2973
 AB2973.The positional and height information provided upon this datasheet are not
 AB2973.officially recognized by the Government of Canada, provincial governments
 AB2973.within Canada, nor are they intended to replace or substitute for them.
 AB2973.The intent of sharing this data is to allow access to positions or heights
 AB2973.recognized by the United States Government. Passive control that is used by
 AB2973.both nations may share the same or similar designations or descriptions but
 AB2973.do not share official positions or heights. The 'Station Description' may
 AB2973.originate from a Canadian 'Station Report' and if so contains information
 AB2973.licensed under the 'Open Government License - Canada'.
 AB2973
 AB2973.The horizontal coordinates were established by GPS observations
 AB2973.and adjusted by the National Geodetic Survey in April 1992.
 AB2973
 AB2973.The NAVD 88 height was computed by applying the VERTCON shift value to
 AB2973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AB2973
 AB2973.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB2973
 AB2973.Click photographs - Photos may exist for this station.
 AB2973
 AB2973. The following values were computed from the NAD 83(1986) position.
 AB2973
 AB2973;                    North         East     Units Scale Factor Converg.
 AB2973;UTM  17      - 5,093,178.489   726,886.129   MT  1.00023288   +2 06 19.3
 AB2973;UTM  18      - 5,093,600.175   261,919.767   MT  1.00029688   -2 12 33.5
 AB2973
 AB2973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2973!UTM  17      -   0.99996838  x   1.00023288  =   1.00020125
 AB2973!UTM  18      -   0.99996838  x   1.00029688  =   1.00026525
 AB2973
 AB2973_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQL2688693178(NAD 83)
 AB2973
 AB2973                          SUPERSEDED SURVEY CONTROL
 AB2973
 AB2973  NGVD 29 (04/03/92)  237.9    (m)  GEOID90  model used  GPS OBS        
 AB2973
 AB2973.Superseded values are not recommended for survey control.
 AB2973
 AB2973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2973.See file dsdata.pdf to determine how the superseded data were derived.
 AB2973
 AB2973_MARK LOGO: NONE
 AB2973
 AB2973  HISTORY     - Date     Condition        Report By
 AB2973  HISTORY     - UNK      MONUMENTED       NONE
 AB2973
 AB2973                          STATION DESCRIPTION
 AB2973
 AB2973'DESCRIBED BY NATIONAL GEODETIC SURVEY UNK
 AB2973'THE ALGONQUIN PARK SITE IS LOCATED AT THE ALGONQUIN RADIO
 AB2973'OBSERVATORY AND IS OPERATED BY THE HERZBERG INSTITUTE OF
 AB2973'ASTROPHYSICS, NATIONAL RESEARCH COUNCIL OF CANADA.
 AB2973'INFORMATION ON THE SPECIFIC MARK IS NOT YET AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DE6551 ***********************************************************************
 DE6551  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE6551  DESIGNATION -  ALGONQUIN CORS ARP
 DE6551  CORS_ID     -  ALGO
 DE6551  PID         -  DE6551
 DE6551  STATE/COUNTY-  ON/NIPISSING
 DE6551  COUNTRY     -  CANADA
 DE6551  NTS MAPSHEET-  LAKE LAVIEILLE (2020)
 DE6551
 DE6551                         *CURRENT SURVEY CONTROL
 DE6551  ______________________________________________________________________
 DE6551* NAD 83(2011) POSITION- 45 57 20.84719(N) 078 04 16.90642(W)   ADJUSTED
 DE6551* NAD 83(2011) ELLIP HT-   202.081 (meters)        (05/??/20)   ADJUSTED
 DE6551* NAD 83(2011) EPOCH   -  2010.00
 DE6551  ______________________________________________________________________
 DE6551  GEOID HEIGHT    -        -36.069 (meters)                     EGM08
 DE6551  NAD 83(2011) X  -    918,130.093 (meters)                     COMP
 DE6551  NAD 83(2011) Y  - -4,346,072.720 (meters)                     COMP
 DE6551  NAD 83(2011) Z  -  4,561,977.965 (meters)                     COMP
 DE6551
 DE6551  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE6551  Standards:
 DE6551         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE6551            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE6551  -------------------------------------------------------------------
 DE6551  NETWORK    0.01   0.02           0.00   0.00   0.01     -0.03434800
 DE6551  -------------------------------------------------------------------
 DE6551
 DE6551.The positional and height information provided upon this datasheet are not
 DE6551.officially recognized by the Government of Canada, provincial governments
 DE6551.within Canada, nor are they intended to replace or substitute for them.
 DE6551.The intent of sharing this data is to allow access to positions or heights
 DE6551.recognized by the United States Government. Passive control that is used by
 DE6551.both nations may share the same or similar designations or descriptions but
 DE6551.do not share official positions or heights. The 'Station Description' may
 DE6551.originate from a Canadian 'Station Report' and if so contains information
 DE6551.licensed under the 'Open Government License - Canada'.
 DE6551
 DE6551.The coordinates were established by GPS observations
 DE6551.and adjusted by the National Geodetic Survey in May 2020.
 DE6551
 DE6551.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE6551.been affixed to the stable North American Tectonic Plate. 
 DE6551
 DE6551.The coordinates are valid at the epoch date displayed above
 DE6551.which is a decimal equivalence of Year/Month/Day.
 DE6551
 DE6551.Due to the release of the International GNSS Service (IGS) 2014
 DE6551.realization of the International Terrestrial Reference Frame of 2014
 DE6551.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DE6551.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DE6551.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DE6551.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DE6551.currently published epoch of 2010.00.
 DE6551
 DE6551.Additional information on MYCS2 is available at
 DE6551.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DE6551
 DE6551.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6551
 DE6551.The PID for the CORS L1 Phase Center is DE6552.
 DE6551
 DE6551.Click photographs - Photos may exist for this station.
 DE6551
 DE6551.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE6551
 DE6551.The ellipsoidal height was determined by GPS observations
 DE6551.and is referenced to NAD 83.
 DE6551
 DE6551. The following values were computed from the NAD 83(2011) position.
 DE6551
 DE6551;                    North         East     Units Scale Factor Converg.
 DE6551;UTM  17      - 5,093,306.550   726,948.503   MT  1.00023323   +2 06 21.6
 DE6551;UTM  18      - 5,093,723.188   261,991.603   MT  1.00029646   -2 12 31.5
 DE6551
 DE6551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6551!UTM  17      -   0.99996832  x   1.00023323  =   1.00020154
 DE6551!UTM  18      -   0.99996832  x   1.00029646  =   1.00026477
 DE6551
 DE6551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQL2694893306(NAD 83)
 DE6551
 DE6551                          SUPERSEDED SURVEY CONTROL
 DE6551
 DE6551  NAD 83(2011)-  45 57 20.84721(N)    078 04 16.90639(W) AD(2010.00) c
 DE6551  ELLIP H (06/??/19)  202.083  (m)                       GP(2010.00) c c
 DE6551  NAD 83(2011)-  45 57 20.84730(N)    078 04 16.90648(W) AD(2010.00) c
 DE6551  ELLIP H (08/??/11)  202.086  (m)                       GP(2010.00) c c
 DE6551  NAD 83(CORS)-  45 57 20.84778(N)    078 04 16.90738(W) AD(2002.00) c
 DE6551  ELLIP H (03/??/02)  202.066  (m)                       GP(2002.00) c c
 DE6551
 DE6551.Superseded values are not recommended for survey control.
 DE6551
 DE6551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6551.See file dsdata.pdf to determine how the superseded data were derived.
 DE6551
 DE6551_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DE6551
 DE6551                          STATION DESCRIPTION
 DE6551
 DE6551'DESCRIBED BY NATIONAL GEODETIC SURVEY 2020
 DE6551'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DE6551'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DE6551'ACCESSIBLE AT THE WORLDWIDE WEB.
 DE6551'https://geodesy.noaa.gov/CORS/data.shtml
 DE6551'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DE6553 ***********************************************************************
 DE6553  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE6553  DESIGNATION -  ALGONQUIN CORS MONUMENT
 DE6553  CORS_ID     -  ALGO
 DE6553  PID         -  DE6553
 DE6553  STATE/COUNTY-  ON/NIPISSING
 DE6553  COUNTRY     -  CANADA
 DE6553  NTS MAPSHEET-  LAKE LAVIEILLE (2020)
 DE6553
 DE6553                         *CURRENT SURVEY CONTROL
 DE6553  ______________________________________________________________________
 DE6553* NAD 83(2011) POSITION- 45 57 20.84719(N) 078 04 16.90642(W)   ADJUSTED
 DE6553* NAD 83(2011) ELLIP HT-   201.981 (meters)        (05/??/20)   ADJUSTED
 DE6553* NAD 83(2011) EPOCH   -  2010.00
 DE6553  ______________________________________________________________________
 DE6553  GEOID HEIGHT    -        -36.069 (meters)                     EGM08
 DE6553  NAD 83(2011) X  -    918,130.079 (meters)                     COMP
 DE6553  NAD 83(2011) Y  - -4,346,072.652 (meters)                     COMP
 DE6553  NAD 83(2011) Z  -  4,561,977.893 (meters)                     COMP
 DE6553
 DE6553  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE6553  Standards:
 DE6553         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE6553            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE6553  -------------------------------------------------------------------
 DE6553  NETWORK    0.01   0.02           0.00   0.00   0.01     -0.03434800
 DE6553  -------------------------------------------------------------------
 DE6553
 DE6553.The positional and height information provided upon this datasheet are not
 DE6553.officially recognized by the Government of Canada, provincial governments
 DE6553.within Canada, nor are they intended to replace or substitute for them.
 DE6553.The intent of sharing this data is to allow access to positions or heights
 DE6553.recognized by the United States Government. Passive control that is used by
 DE6553.both nations may share the same or similar designations or descriptions but
 DE6553.do not share official positions or heights. The 'Station Description' may
 DE6553.originate from a Canadian 'Station Report' and if so contains information
 DE6553.licensed under the 'Open Government License - Canada'.
 DE6553
 DE6553.The horizontal coordinates were established by GPS observations
 DE6553.and adjusted by the National Geodetic Survey in May 2020.
 DE6553
 DE6553.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE6553.been affixed to the stable North American Tectonic Plate. 
 DE6553
 DE6553.The horizontal coordinates are valid at the epoch date displayed above
 DE6553.which is a decimal equivalence of Year/Month/Day.
 DE6553
 DE6553.Due to the release of the International GNSS Service (IGS) 2014
 DE6553.realization of the International Terrestrial Reference Frame of 2014
 DE6553.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DE6553.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DE6553.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DE6553.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DE6553.currently published epoch of 2010.00.
 DE6553
 DE6553.Additional information on MYCS2 is available at
 DE6553.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DE6553
 DE6553.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6553
 DE6553.Click photographs - Photos may exist for this station.
 DE6553
 DE6553.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE6553
 DE6553.The ellipsoidal height was determined by GPS observations
 DE6553.and is referenced to NAD 83.
 DE6553
 DE6553. The following values were computed from the NAD 83(2011) position.
 DE6553
 DE6553;                    North         East     Units Scale Factor Converg.
 DE6553;UTM  17      - 5,093,306.550   726,948.503   MT  1.00023323   +2 06 21.6
 DE6553;UTM  18      - 5,093,723.188   261,991.603   MT  1.00029646   -2 12 31.5
 DE6553
 DE6553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6553!UTM  17      -   0.99996834  x   1.00023323  =   1.00020156
 DE6553!UTM  18      -   0.99996834  x   1.00029646  =   1.00026479
 DE6553
 DE6553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQL2694893306(NAD 83)
 DE6553
 DE6553                          SUPERSEDED SURVEY CONTROL
 DE6553
 DE6553  NAD 83(2011)-  45 57 20.84721(N)    078 04 16.90639(W) AD(2010.00) A
 DE6553  ELLIP H (06/??/19)  201.983  (m)                       GP(2010.00) 4 1
 DE6553  NAD 83(2011)-  45 57 20.84730(N)    078 04 16.90648(W) AD(2010.00) A
 DE6553  ELLIP H (08/??/11)  201.986  (m)                       GP(2010.00) 4 1
 DE6553  NAD 83(CORS)-  45 57 20.84778(N)    078 04 16.90738(W) AD(2002.00) A
 DE6553  ELLIP H (03/??/02)  201.966  (m)                       GP(2002.00) 4 1
 DE6553
 DE6553.Superseded values are not recommended for survey control.
 DE6553
 DE6553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6553.See file dsdata.pdf to determine how the superseded data were derived.
 DE6553
 DE6553_STAMPING: UNKNOWN
 DE6553
 DE6553                          STATION DESCRIPTION
 DE6553
 DE6553'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'ALGO'
 DE6553'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DE6553'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DE6553'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DE6553'   https://geodesy.noaa.gov/corsdata/coord/coord_14
 DE6553'   https://geodesy.noaa.gov/corsdata/station_log
 DE6553'   https://geodesy.noaa.gov/CORS
 DE6553'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TY7773 ***********************************************************************
 TY7773  DESIGNATION -  ALGONQUIN PARK VLBI 7282
 TY7773  PID         -  TY7773
 TY7773  STATE/COUNTY-  ON/NIPISSING
 TY7773  COUNTRY     -  CANADA
 TY7773  NTS MAPSHEET-  LAKE LAVIEILLE (2020)
 TY7773
 TY7773                         *CURRENT SURVEY CONTROL
 TY7773  ______________________________________________________________________
 TY7773* NAD 83(1986) POSITION- 45 57 19.76433(N) 078 04 21.79855(W)   ADJUSTED
 TY7773* NAVD 88 ORTHO HEIGHT -   260.7   (meters)      855.    (feet) VERTCON
 TY7773  ______________________________________________________________________
 TY7773  GEOID HEIGHT    -        -36.069 (meters)                     EGM08
 TY7773  HORZ ORDER      -  A
 TY7773
 TY7773.The positional and height information provided upon this datasheet are not
 TY7773.officially recognized by the Government of Canada, provincial governments
 TY7773.within Canada, nor are they intended to replace or substitute for them.
 TY7773.The intent of sharing this data is to allow access to positions or heights
 TY7773.recognized by the United States Government. Passive control that is used by
 TY7773.both nations may share the same or similar designations or descriptions but
 TY7773.do not share official positions or heights. The 'Station Description' may
 TY7773.originate from a Canadian 'Station Report' and if so contains information
 TY7773.licensed under the 'Open Government License - Canada'.
 TY7773
 TY7773.The horizontal coordinates were established by VLBI observations
 TY7773.and local terrestrial surveys and adjusted by the
 TY7773.National Geodetic Survey in April 1992.
 TY7773
 TY7773.The NAVD 88 height was computed by applying the VERTCON shift value to
 TY7773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TY7773
 TY7773.Significant digits in the geoid height do not necessarily reflect accuracy.
 TY7773
 TY7773.Click photographs - Photos may exist for this station.
 TY7773
 TY7773. The following values were computed from the NAD 83(1986) position.
 TY7773
 TY7773;                    North         East     Units Scale Factor Converg.
 TY7773;UTM  17      - 5,093,269.260   726,844.428   MT  1.00023265   +2 06 18.1
 TY7773;UTM  18      - 5,093,693.832   261,885.010   MT  1.00029708   -2 12 34.9
 TY7773
 TY7773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TY7773!UTM  17      -   0.99996479  x   1.00023265  =   1.00019743
 TY7773!UTM  18      -   0.99996479  x   1.00029708  =   1.00026185
 TY7773
 TY7773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQL2684493269(NAD 83)
 TY7773
 TY7773                          SUPERSEDED SURVEY CONTROL
 TY7773
 TY7773  NAD 83(1990)-  45 57 19.76466(N)    078 04 21.79792(W) AD(       ) 1
 TY7773  NGVD 29 (04/03/92)  260.8    (m)  UNKNOWN  model used  GPS OBS        
 TY7773  NGVD 29 (07/19/86)  260.4    (m)  RAPOU78  model used  GPS OBS        
 TY7773
 TY7773.Superseded values are not recommended for survey control.
 TY7773
 TY7773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TY7773.See file dsdata.pdf to determine how the superseded data were derived.
 TY7773
 TY7773_MARKER: Z = SEE DESCRIPTION
 TY7773_SETTING: 0 = UNSPECIFIED SETTING
 TY7773_MARK LOGO: NONE
 TY7773_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TY7773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TY7773_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TY7773+SATELLITE: SATELLITE OBSERVATIONS - 1986
 TY7773
 TY7773  HISTORY     - Date     Condition        Report By
 TY7773  HISTORY     - 1981     MONUMENTED       NONE
 TY7773  HISTORY     - 1986     GOOD
 TY7773
 TY7773                          STATION DESCRIPTION
 TY7773
 TY7773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TY7773'PRIMARY SCIENTIFIC PURPOSES - MEASUREMENTS SUPPORTING THE
 TY7773'DETERMINATION OF POLAR MOTION, EARTH ROTATION, AND INTERNAL PLATE
 TY7773'DEFORMATION .
 TY7773'SITE DESCRIPTION - THE SITE IS LOCATED AT THE ALGONQUIN RADIO
 TY7773'OBSERVATORY AND IS OPERATED BY THE HERZBERG INSTITUTE OF
 TY7773'ASTROPHYSICS, NATIONAL RESEARCH COUNCIL OF CANADA.  A FIXED 46-METER
 TY7773'ANTENNA IS USED FOR VLBI MEASUREMENTS AND FOR ASTROPHYSICAL STUDIES.
 TY7773'THE MARK IS THE INTERSECTION OF THE AZ/EL AXES.
 TY7773'SITE TOPO MAP - LAKE LAVIEILLE 31 E/16, EDITION 3. AVAILABLE FROM
 TY7773'CANADA MAP OFFICE, DEPARTMENT OF ENERGY, MINES AND RESOURCES, OTTAWA.
 TY7773'GEOLOGICAL PROVINCE - PRECAMBRIAN GREENVILLE PROVINCE.
 TY7773'LOCAL GEOLOGY - THE SITE IS LOCATED IN THE CENTER OF THE ONTARIO
 TY7773'GNEISS BELT, ON HORNBLENDE AND BIOTITE GNEISS OF THE APHEBIAN
 TY7773'PROTEROZOIC.
 TY7773
 TY7773                          STATION RECOVERY (1986)
 TY7773
 TY7773'RECOVERED 1986
 TY7773'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 QJ0199 ***********************************************************************
 QJ0199  DESIGNATION -  ANT USLS 1904
 QJ0199  PID         -  QJ0199
 QJ0199  STATE/COUNTY-  ON/MANITOULIN
 QJ0199  COUNTRY     -  CANADA
 QJ0199  NTS MAPSHEET-  MELDRUM BAY (2020)
 QJ0199
 QJ0199                         *CURRENT SURVEY CONTROL
 QJ0199  ______________________________________________________________________
 QJ0199* NAD 83(1986) POSITION- 45 50 06.91777(N) 083 03 09.42888(W)   ADJUSTED
 QJ0199* NAVD 88 ORTHO HEIGHT -   177.    (meters)      581.    (feet) SCALED
 QJ0199  ______________________________________________________________________
 QJ0199  GEOID HEIGHT    -        -37.798 (meters)                     EGM08
 QJ0199  HORZ ORDER      -  SECOND
 QJ0199
 QJ0199.The positional and height information provided upon this datasheet are not
 QJ0199.officially recognized by the Government of Canada, provincial governments
 QJ0199.within Canada, nor are they intended to replace or substitute for them.
 QJ0199.The intent of sharing this data is to allow access to positions or heights
 QJ0199.recognized by the United States Government. Passive control that is used by
 QJ0199.both nations may share the same or similar designations or descriptions but
 QJ0199.do not share official positions or heights. The 'Station Description' may
 QJ0199.originate from a Canadian 'Station Report' and if so contains information
 QJ0199.licensed under the 'Open Government License - Canada'.
 QJ0199
 QJ0199.The horizontal coordinates were established by classical geodetic methods
 QJ0199.and adjusted by the National Geodetic Survey in July 1986.
 QJ0199
 QJ0199.The orthometric height was scaled from a topographic map.
 QJ0199
 QJ0199.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0199
 QJ0199.Click photographs - Photos may exist for this station.
 QJ0199
 QJ0199. The following values were computed from the NAD 83(1986) position.
 QJ0199
 QJ0199;                    North         East     Units Scale Factor Converg.
 QJ0199;UTM  17      - 5,077,792.185   340,590.852   MT  0.99991241   -1 28 21.8
 QJ0199
 QJ0199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0199!UTM  17      -   0.99997819  x   0.99991241  =   0.99989060
 QJ0199
 QJ0199:                Primary Azimuth Mark                     Grid Az
 QJ0199:UTM  17      -  BURNT POINT USLS 1910                    114 23 57.4
 QJ0199
 QJ0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL4059077792(NAD 83)
 QJ0199
 QJ0199|---------------------------------------------------------------------|
 QJ0199| PID    Reference Object                     Distance      Geod. Az  |
 QJ0199|                                                           dddmmss.s |
 QJ0199| QJ0198 BURNT POINT USLS 1910               APPROX. 8.6 KM 1125535.6 |
 QJ0199|---------------------------------------------------------------------|
 QJ0199
 QJ0199                          SUPERSEDED SURVEY CONTROL
 QJ0199
 QJ0199  NAD 27      -  45 50 06.83100(N)    083 03 09.53500(W) AD(       ) 2
 QJ0199
 QJ0199.Superseded values are not recommended for survey control.
 QJ0199
 QJ0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0199.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0199
 QJ0199_MARKER: Z = SEE DESCRIPTION
 QJ0199_SETTING: 0 = UNSPECIFIED SETTING
 QJ0199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0199
 QJ0199  HISTORY     - Date     Condition        Report By
 QJ0199  HISTORY     - 1904     MONUMENTED       USLS
 QJ0199
 QJ0199                          STATION DESCRIPTION
 QJ0199
 QJ0199'DESCRIBED BY US LAKE SURVEY 1904
 QJ0199'ON BELANGER POINT, ON SOUTHERN SIDE OF MANITOULIN ISLAND.  MARKED BY
 QJ0199'5/8-INCH DRILL HOLE, 2
 QJ0199'INCHES DEEP IN FLAT ROCK ABOUT 12 INCHES BELOW SURFACE OF GROUND.
 QJ0199'FOLLOWING BEARINGS AND DISTANCES
 QJ0199'ARE FROM STATION- NORTH END OF INNER DUCK
 QJ0199'ISLAND, S. 64 DEG 47 MIN E., WEST SIDE OF, WESTERN
 QJ0199'DUCK ISLAND, S. 30 DEG 25 MIN E., SHORE S.
 QJ0199'75 DEG 36 MIN E., 460 FEET, POINT, S. 15 DEG 10 MIN W., 460 FEET,
 QJ0199'SHORE, N. 86 DEG 28
 QJ0199'MIN W., 175 FEET, 4-INCH SPRUCE TREE, S. 70 DEG E., 22.5 FEET, 5-INCH
 QJ0199'POPLAR TREE, S. 82 DEG E., 58.8
 QJ0199'FEET, TWO 5-INCH BIRCH TREES (FROM ONE STUMP), N. 20 DEG E., 69.2
 QJ0199'FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0817 ***********************************************************************
 TC0817  DESIGNATION -  ARBOR
 TC0817  PID         -  TC0817
 TC0817  STATE/COUNTY-  ON/RAINY RIVER
 TC0817  COUNTRY     -  CANADA
 TC0817  NTS MAPSHEET-  PINEWOOD (2020)
 TC0817
 TC0817                         *CURRENT SURVEY CONTROL
 TC0817  ______________________________________________________________________
 TC0817* NAD 83(1996) POSITION- 48 39 02.27429(N) 094 13 07.00703(W)   ADJUSTED
 TC0817* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 TC0817  ______________________________________________________________________
 TC0817  GEOID HEIGHT    -        -29.373 (meters)                     EGM08
 TC0817  HORZ ORDER      -  THIRD
 TC0817
 TC0817.The positional and height information provided upon this datasheet are not
 TC0817.officially recognized by the Government of Canada, provincial governments
 TC0817.within Canada, nor are they intended to replace or substitute for them.
 TC0817.The intent of sharing this data is to allow access to positions or heights
 TC0817.recognized by the United States Government. Passive control that is used by
 TC0817.both nations may share the same or similar designations or descriptions but
 TC0817.do not share official positions or heights. The 'Station Description' may
 TC0817.originate from a Canadian 'Station Report' and if so contains information
 TC0817.licensed under the 'Open Government License - Canada'.
 TC0817
 TC0817.The horizontal coordinates were established by classical geodetic methods
 TC0817.and adjusted by the National Geodetic Survey in March 1999.
 TC0817
 TC0817.The orthometric height was scaled from a topographic map.
 TC0817
 TC0817.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0817
 TC0817.Click photographs - Photos may exist for this station.
 TC0817
 TC0817. The following values were computed from the NAD 83(1996) position.
 TC0817
 TC0817;                    North         East     Units Scale Factor Converg.
 TC0817;UTM  15      - 5,389,335.922   410,246.678   MT  0.99969897   -0 54 53.5
 TC0817
 TC0817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0817!UTM  15      -   0.99995346  x   0.99969897  =   0.99965244
 TC0817
 TC0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP1024689335(NAD 83)
 TC0817
 TC0817|---------------------------------------------------------------------|
 TC0817| PID    Reference Object                     Distance      Geod. Az  |
 TC0817|                                                           dddmmss.s |
 TC0817| TC0970 NOSE                                282.308 METERS 09042     |
 TC0817| TC1237 TIE                                 322.047 METERS 15622     |
 TC0817| TC0875 CLEAR                               390.990 METERS 20229     |
 TC0817|---------------------------------------------------------------------|
 TC0817
 TC0817                          SUPERSEDED SURVEY CONTROL
 TC0817
 TC0817  NAD 83(1986)-  48 39 02.25775(N)    094 13 06.99853(W) AD(       ) 3
 TC0817
 TC0817.Superseded values are not recommended for survey control.
 TC0817
 TC0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0817.See file dsdata.pdf to determine how the superseded data were derived.
 TC0817
 TC0817_MARKER: DD = SURVEY DISK
 TC0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0817+STABILITY: SURFACE MOTION
 TC0817
 TC0817  HISTORY     - Date     Condition        Report By
 TC0817  HISTORY     - 1914     MONUMENTED       IBC
 TC0817  HISTORY     - 1957     GOOD             IBC
 TC0817
 TC0817                          STATION DESCRIPTION
 TC0817
 TC0817'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC0817'ON THE NORTH BANK OF RAINY RIVER, ABOUT 1-5/8 MILES EAST OF THE
 TC0817'FRONTIER (MINN) STORE.  THE STATION IS ON A POINT BETWEEN THE RIVER
 TC0817'AND A CREEK, ABOUT 30 METERS EAST OF THE CREEK.  IT IS ABOUT 8 METERS
 TC0817'ABOVE AND 12 METERS BACK FROM THE RIVERS EDGE.
 TC0817'
 TC0817'STATION MARK--A BRONZE DISK SET IN CONCRETE.
 TC0817
 TC0817                          STATION RECOVERY (1957)
 TC0817
 TC0817'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 TC0817'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 OG1006 ***********************************************************************
 OG1006  DESIGNATION -  ARCH
 OG1006  PID         -  OG1006
 OG1006  STATE/COUNTY-  ON/NIAGARA
 OG1006  COUNTRY     -  CANADA
 OG1006  NTS MAPSHEET-  NIAGARA (2020)
 OG1006
 OG1006                         *CURRENT SURVEY CONTROL
 OG1006  ______________________________________________________________________
 OG1006* NAD 83(1996) POSITION- 43 05 28.11363(N) 079 04 08.23842(W)   ADJUSTED
 OG1006* NAVD 88 ORTHO HEIGHT -   213.    (meters)      699.    (feet) SCALED
 OG1006  ______________________________________________________________________
 OG1006  GEOID HEIGHT    -        -36.343 (meters)                     EGM08
 OG1006  HORZ ORDER      -  THIRD
 OG1006
 OG1006.The positional and height information provided upon this datasheet are not
 OG1006.officially recognized by the Government of Canada, provincial governments
 OG1006.within Canada, nor are they intended to replace or substitute for them.
 OG1006.The intent of sharing this data is to allow access to positions or heights
 OG1006.recognized by the United States Government. Passive control that is used by
 OG1006.both nations may share the same or similar designations or descriptions but
 OG1006.do not share official positions or heights. The 'Station Description' may
 OG1006.originate from a Canadian 'Station Report' and if so contains information
 OG1006.licensed under the 'Open Government License - Canada'.
 OG1006
 OG1006.The horizontal coordinates were established by classical geodetic methods
 OG1006.and adjusted by the National Geodetic Survey in January 1999.
 OG1006
 OG1006.The orthometric height was scaled from a topographic map.
 OG1006
 OG1006.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG1006
 OG1006.Click photographs - Photos may exist for this station.
 OG1006
 OG1006. The following values were computed from the NAD 83(1996) position.
 OG1006
 OG1006;                    North         East     Units Scale Factor Converg.
 OG1006;UTM  17      - 4,772,745.811   657,165.477   MT  0.99990387   +1 19 10.1
 OG1006
 OG1006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG1006!UTM  17      -   0.99997232  x   0.99990387  =   0.99987620
 OG1006
 OG1006:                Primary Azimuth Mark                     Grid Az
 OG1006:UTM  17      -  TUG SUB IWC                              021 59 00.1
 OG1006
 OG1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5716572745(NAD 83)
 OG1006
 OG1006|---------------------------------------------------------------------|
 OG1006| PID    Reference Object                     Distance      Geod. Az  |
 OG1006|                                                           dddmmss.s |
 OG1006| OG0993 TUG SUB IWC                         409.714 METERS 0231810.2 |
 OG1006| OG0999 REF MON 18 41 IWC                   110.427 METERS 02347     |
 OG1006| OG0989 POWER IBC                           419.212 METERS 0872032.6 |
 OG1006| CZ9691 ARCH RM 1                            11.390 METERS 11235     |
 OG1006| OG1002 CENTER LINE PT IBC                   54.194 METERS 13558     |
 OG1006| OG0996 EAST LINE PT IBC                    127.907 METERS 13558     |
 OG1006| OG0992 RAINBOW                             254.995 METERS 13558     |
 OG1006| OG1004 STATE SUB IBC                       APPROX. 0.5 KM 1771457.8 |
 OG1006| OG1005 REF MON 19 41 IWC                   APPROX. 0.6 KM 1785835.5 |
 OG1006| CZ9692 ARCH RM 2                             7.370 METERS 29420     |
 OG1006|---------------------------------------------------------------------|
 OG1006
 OG1006                          SUPERSEDED SURVEY CONTROL
 OG1006
 OG1006  NAD 83(1986)-  43 05 28.11951(N)    079 04 08.23618(W) AD(       ) 3
 OG1006  NAD 27      -  43 05 27.91848(N)    079 04 09.07234(W) AD(       ) 3
 OG1006
 OG1006.Superseded values are not recommended for survey control.
 OG1006
 OG1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG1006.See file dsdata.pdf to determine how the superseded data were derived.
 OG1006
 OG1006_MARKER: DD = SURVEY DISK
 OG1006_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OG1006+WITH SETTING: PAVEMENT
 OG1006
 OG1006  HISTORY     - Date     Condition        Report By
 OG1006  HISTORY     - 1941     MONUMENTED       IBC
 OG1006  HISTORY     - 1971     GOOD             IBC
 OG1006
 OG1006                          STATION DESCRIPTION
 OG1006
 OG1006'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JHG)
 OG1006'ON THE DECK OF THE RAINBOW ARCH BRIDGE ACROSS THE NIAGARA RIVER
 OG1006'BETWEEN NIAGARA FALLS, NY, AND NIAGARA FALLS, ONT.  THE STATION IS ON
 OG1006'THE RAISED CURB SECTION THAT SEPARATES THE EAST - BOUND TRAFFIC FROM
 OG1006'THE WEST - BOUND TRAFFIC.  IT IS NEAR THE WEST OR CANADIAN END OF THE
 OG1006'BRIDGE, 1.16 FEET FROM THE END OF THE RAISED CURB AND 0.58 FOOT FROM
 OG1006'THE NORTH EDGE.  IT IS 16.3 FEET WESTERLY FROM THE CENTER OF THE
 OG1006'NEAREST LAMP POST.  THE LINE---ARCH-RAINBOW---IS PARALLEL TO THE
 OG1006'CENTER LINE OF THE BRIDGE.
 OG1006'
 OG1006'STATION MARK, AN IBC STANDARD BRONZE - DISK STATION MARK SET IN A
 OG1006'DRILL HOLE IN THE CONCRETE.
 OG1006
 OG1006                          STATION RECOVERY (1971)
 OG1006
 OG1006'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 OG1006'STATION RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TA0180 ***********************************************************************
 TA0180  DESIGNATION -  ARK
 TA0180  PID         -  TA0180
 TA0180  STATE/COUNTY-  ON/RAINY RIVER
 TA0180  COUNTRY     -  CANADA
 TA0180  NTS MAPSHEET-  POOHBAH LAKE (2020)
 TA0180
 TA0180                         *CURRENT SURVEY CONTROL
 TA0180  ______________________________________________________________________
 TA0180* NAD 83(1996) POSITION- 48 15 39.94949(N) 091 45 37.99779(W)   ADJUSTED
 TA0180* NAVD 88 ORTHO HEIGHT -   472.    (meters)     1549.    (feet) SCALED
 TA0180  ______________________________________________________________________
 TA0180  GEOID HEIGHT    -        -32.001 (meters)                     EGM08
 TA0180  HORZ ORDER      -  FIRST
 TA0180
 TA0180.The positional and height information provided upon this datasheet are not
 TA0180.officially recognized by the Government of Canada, provincial governments
 TA0180.within Canada, nor are they intended to replace or substitute for them.
 TA0180.The intent of sharing this data is to allow access to positions or heights
 TA0180.recognized by the United States Government. Passive control that is used by
 TA0180.both nations may share the same or similar designations or descriptions but
 TA0180.do not share official positions or heights. The 'Station Description' may
 TA0180.originate from a Canadian 'Station Report' and if so contains information
 TA0180.licensed under the 'Open Government License - Canada'.
 TA0180
 TA0180.The horizontal coordinates were established by classical geodetic methods
 TA0180.and adjusted by the National Geodetic Survey in March 1999.
 TA0180
 TA0180.The orthometric height was scaled from a topographic map.
 TA0180
 TA0180.Significant digits in the geoid height do not necessarily reflect accuracy.
 TA0180
 TA0180.Click photographs - Photos may exist for this station.
 TA0180
 TA0180. The following values were computed from the NAD 83(1996) position.
 TA0180
 TA0180;                    North         East     Units Scale Factor Converg.
 TA0180;UTM  15      - 5,346,063.230   591,988.733   MT  0.99970397   +0 55 29.7
 TA0180
 TA0180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TA0180!UTM  15      -   0.99993101  x   0.99970397  =   0.99963500
 TA0180
 TA0180:                Primary Azimuth Mark                     Grid Az
 TA0180:UTM  15      -  GLINT                                    127 36 58.9
 TA0180
 TA0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UWP9198846063(NAD 83)
 TA0180
 TA0180|---------------------------------------------------------------------|
 TA0180| PID    Reference Object                     Distance      Geod. Az  |
 TA0180|                                                           dddmmss.s |
 TA0180| TA0160 GLINT                               APPROX.10.7 KM 1283228.6 |
 TA0180| CJ1796 ARK RM                               15.030 METERS 20159     |
 TA0180|---------------------------------------------------------------------|
 TA0180
 TA0180                          SUPERSEDED SURVEY CONTROL
 TA0180
 TA0180  NAD 83(1986)-  48 15 39.96621(N)    091 45 38.02343(W) AD(       ) 1
 TA0180  NAD 27      -  48 15 40.34000(N)    091 45 37.58000(W) AD(       ) 1
 TA0180
 TA0180.Superseded values are not recommended for survey control.
 TA0180
 TA0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TA0180.See file dsdata.pdf to determine how the superseded data were derived.
 TA0180
 TA0180_MARKER: DD = SURVEY DISK
 TA0180_SETTING: 0 = UNSPECIFIED SETTING
 TA0180
 TA0180  HISTORY     - Date     Condition        Report By
 TA0180  HISTORY     - 1924     MONUMENTED       GSC
 TA0180
 TA0180                          STATION DESCRIPTION
 TA0180
 TA0180'DESCRIBED BY GEODETIC SURVEY OF CANADA 1924 (WM)
 TA0180'ABOUT 2 MILES NORTHWEST OF MOST NORTHERN EXTREMITY OF GARDNER
 TA0180'BAY OF CROOKED LAKE, ONE-HALF MILE WEST OF ELK LAKE, ON DIVIDE
 TA0180'BETWEEN ELK AND TROUT LAKES, AND ON HIGH, PROMINENT, BURNED-OVER
 TA0180'HILL MADE CONSPICUOUS BY DENSE STAND OF LARGE WHITE-PINE
 TA0180'SNAGS.  TO REACH FROM CROOKED LAKE, GO VIA DEEP BAY EXTENDING
 TA0180'NORTH JUST WEST OF RAPIDS TO ENTRANCE INTO GARDNER BAY, PROCEED
 TA0180'TO SOUTHWEST CORNER OF NORTHWEST BAY OF GARDNER BAY, MAKE
 TA0180'PORTAGE INTO SMALL BEAVER-DAM LAKE, CROSS LAKE AND MAKE
 TA0180'PORTAGE TO ANOTHER BEAVER DAM, CONTINUE UP NARROW CHANNEL
 TA0180'THROUGH FLOATING BOG TO SHORT PORTAGE INTO ELK LAKE,
 TA0180'PROCEED TO HEAD OF FIRST LITTLE BAY ON WEST SIDE OF ELK
 TA0180'LAKE ABOUT THREE-FOURTHS MILE FROM PORTAGE, AND FOLLOW
 TA0180'CUT-AND-BLAZED TRAIL TO STATION SITE.  MARKED BY GEODETIC
 TA0180'SURVEY OF CANADA BRONZE DISK IN SOLID ROCK.  REFERENCE
 TA0180'MARK IS STANDARD REFERENCE DISK IN SOLID ROCK 15.03
 TA0180'METERS (49.3 FEET) FROM STATION S 21 DEG 59 MIN W.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0818 ***********************************************************************
 TC0818  DESIGNATION -  ARNOLD
 TC0818  PID         -  TC0818
 TC0818  STATE/COUNTY-  ON/RAINY RIVER
 TC0818  COUNTRY     -  CANADA
 TC0818  NTS MAPSHEET-  PINEWOOD (2020)
 TC0818
 TC0818                         *CURRENT SURVEY CONTROL
 TC0818  ______________________________________________________________________
 TC0818* NAD 83(1996) POSITION- 48 39 44.06668(N) 094 15 09.99459(W)   ADJUSTED
 TC0818* NAVD 88 ORTHO HEIGHT -   329.    (meters)     1079.    (feet) SCALED
 TC0818  ______________________________________________________________________
 TC0818  GEOID HEIGHT    -        -29.359 (meters)                     EGM08
 TC0818  HORZ ORDER      -  THIRD
 TC0818
 TC0818.The positional and height information provided upon this datasheet are not
 TC0818.officially recognized by the Government of Canada, provincial governments
 TC0818.within Canada, nor are they intended to replace or substitute for them.
 TC0818.The intent of sharing this data is to allow access to positions or heights
 TC0818.recognized by the United States Government. Passive control that is used by
 TC0818.both nations may share the same or similar designations or descriptions but
 TC0818.do not share official positions or heights. The 'Station Description' may
 TC0818.originate from a Canadian 'Station Report' and if so contains information
 TC0818.licensed under the 'Open Government License - Canada'.
 TC0818
 TC0818.The horizontal coordinates were established by classical geodetic methods
 TC0818.and adjusted by the National Geodetic Survey in March 1999.
 TC0818
 TC0818.The orthometric height was scaled from a topographic map.
 TC0818
 TC0818.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0818
 TC0818.Click photographs - Photos may exist for this station.
 TC0818
 TC0818. The following values were computed from the NAD 83(1996) position.
 TC0818
 TC0818;                    North         East     Units Scale Factor Converg.
 TC0818;UTM  15      - 5,390,667.066   407,751.724   MT  0.99970455   -0 56 26.5
 TC0818
 TC0818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0818!UTM  15      -   0.99995298  x   0.99970455  =   0.99965755
 TC0818
 TC0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP0775190667(NAD 83)
 TC0818
 TC0818|---------------------------------------------------------------------|
 TC0818| PID    Reference Object                     Distance      Geod. Az  |
 TC0818|                                                           dddmmss.s |
 TC0818| TC1246 VACANT                              308.931 METERS 15718     |
 TC0818| TC1040 REF MON 128                         359.987 METERS 21508     |
 TC0818| TC0952 MALONE                              314.913 METERS 28442     |
 TC0818| TC1039 REF MON 127                         212.118 METERS 35200     |
 TC0818|---------------------------------------------------------------------|
 TC0818
 TC0818                          SUPERSEDED SURVEY CONTROL
 TC0818
 TC0818  NAD 83(1986)-  48 39 44.04966(N)    094 15 09.98545(W) AD(       ) 3
 TC0818
 TC0818.Superseded values are not recommended for survey control.
 TC0818
 TC0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0818.See file dsdata.pdf to determine how the superseded data were derived.
 TC0818
 TC0818_MARKER: X = CHISELED CROSS
 TC0818_SETTING: 80 = SET IN A BOULDER
 TC0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0818+STABILITY: SURFACE MOTION
 TC0818
 TC0818  HISTORY     - Date     Condition        Report By
 TC0818  HISTORY     - 1914     MONUMENTED       IBC
 TC0818
 TC0818                          STATION DESCRIPTION
 TC0818
 TC0818'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC0818'ON THE EAST BANK OF RAINY RIVER, ABOUT THREE - EIGHTHS MILE NORTH
 TC0818'OF THE FRONTIER (MINN) STORE.  THE STATION IS IN A HAYFIELD, ABOUT 8
 TC0818'METERS EAST OF THE TOP OF THE BANK.  IT IS ABOUT 50 METERS NORTH OF
 TC0818'ARNOLDS HOUSE AND ABOUT 15 METERS NORTH OF A SMALL CREEK.
 TC0818'
 TC0818'STATION MARK--A CROSS CUT IN A STONE.  SUBSURFACE MARK IS A BALL OF
 TC0818'WIRE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0819 ***********************************************************************
 TC0819  DESIGNATION -  ARROW
 TC0819  PID         -  TC0819
 TC0819  STATE/COUNTY-  ON/RAINY RIVER
 TC0819  COUNTRY     -  CANADA
 TC0819  NTS MAPSHEET-  RAINY RIVER (2020)
 TC0819
 TC0819                         *CURRENT SURVEY CONTROL
 TC0819  ______________________________________________________________________
 TC0819* NAD 83(1996) POSITION- 48 42 09.63498(N) 094 31 39.04314(W)   ADJUSTED
 TC0819* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 TC0819  ______________________________________________________________________
 TC0819  GEOID HEIGHT    -        -29.033 (meters)                     EGM08
 TC0819  HORZ ORDER      -  THIRD
 TC0819
 TC0819.The positional and height information provided upon this datasheet are not
 TC0819.officially recognized by the Government of Canada, provincial governments
 TC0819.within Canada, nor are they intended to replace or substitute for them.
 TC0819.The intent of sharing this data is to allow access to positions or heights
 TC0819.recognized by the United States Government. Passive control that is used by
 TC0819.both nations may share the same or similar designations or descriptions but
 TC0819.do not share official positions or heights. The 'Station Description' may
 TC0819.originate from a Canadian 'Station Report' and if so contains information
 TC0819.licensed under the 'Open Government License - Canada'.
 TC0819
 TC0819.The horizontal coordinates were established by classical geodetic methods
 TC0819.and adjusted by the National Geodetic Survey in March 1999.
 TC0819
 TC0819.The orthometric height was scaled from a topographic map.
 TC0819
 TC0819.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0819
 TC0819.Click photographs - Photos may exist for this station.
 TC0819
 TC0819. The following values were computed from the NAD 83(1996) position.
 TC0819
 TC0819;                    North         East     Units Scale Factor Converg.
 TC0819;UTM  15      - 5,395,530.250   387,612.109   MT  0.99975518   -1 08 51.8
 TC0819
 TC0819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0819!UTM  15      -   0.99995341  x   0.99975518  =   0.99970860
 TC0819
 TC0819:                Primary Azimuth Mark                     Grid Az
 TC0819:UTM  15      -  FIVE ROSES                               091 22 14.1
 TC0819
 TC0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8761295530(NAD 83)
 TC0819
 TC0819|---------------------------------------------------------------------|
 TC0819| PID    Reference Object                     Distance      Geod. Az  |
 TC0819|                                                           dddmmss.s |
 TC0819| TC0906 FIVE ROSES                          APPROX. 0.5 KM 0901322.3 |
 TC0819| TC0978 PALM                                307.148 METERS 17226     |
 TC0819|---------------------------------------------------------------------|
 TC0819
 TC0819                          SUPERSEDED SURVEY CONTROL
 TC0819
 TC0819  NAD 83(1986)-  48 42 09.61655(N)    094 31 39.04164(W) AD(       ) 3
 TC0819
 TC0819.Superseded values are not recommended for survey control.
 TC0819
 TC0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0819.See file dsdata.pdf to determine how the superseded data were derived.
 TC0819
 TC0819_MARKER: X = CHISELED CROSS
 TC0819_SETTING: 80 = SET IN A BOULDER
 TC0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0819+STABILITY: SURFACE MOTION
 TC0819
 TC0819  HISTORY     - Date     Condition        Report By
 TC0819  HISTORY     - 1914     MONUMENTED       IBC
 TC0819
 TC0819                          STATION DESCRIPTION
 TC0819
 TC0819'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC0819'ON THE NORTH BANK OF RAINY RIVER, ABOUT 2-1/4 MILES SOUTHEAST OF THE
 TC0819'TOWN OF RAINY RIVER, ONTARIO.  THE STATION IS ABOUT 46 METERS
 TC0819'SOUTHWEST OF A HOUSE.  IT IS ABOUT 1 METER ABOVE AND 4 METERS BACK
 TC0819'FROM THE RIVERS EDGE, AND JUST BEHIND A PILE OF ROCKS.  AN 18 - INCH
 TC0819'OAK TREE IS ABOUT 24 METERS EAST OF THE STATION.
 TC0819'
 TC0819'STATION MARK--A CROSS CUT IN A STONE.  SUBSURFACE MARK IS A BALL OF
 TC0819'WIRE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0820 ***********************************************************************
 TC0820  DESIGNATION -  ASHES
 TC0820  PID         -  TC0820
 TC0820  STATE/COUNTY-  ON/RAINY RIVER
 TC0820  COUNTRY     -  CANADA
 TC0820  NTS MAPSHEET-  RAINY RIVER (2020)
 TC0820
 TC0820                         *CURRENT SURVEY CONTROL
 TC0820  ______________________________________________________________________
 TC0820* NAD 83(1996) POSITION- 48 43 04.38828(N) 094 34 43.21127(W)   ADJUSTED
 TC0820* NAVD 88 ORTHO HEIGHT -   332.    (meters)     1089.    (feet) SCALED
 TC0820  ______________________________________________________________________
 TC0820  GEOID HEIGHT    -        -29.012 (meters)                     EGM08
 TC0820  HORZ ORDER      -  THIRD
 TC0820
 TC0820.The positional and height information provided upon this datasheet are not
 TC0820.officially recognized by the Government of Canada, provincial governments
 TC0820.within Canada, nor are they intended to replace or substitute for them.
 TC0820.The intent of sharing this data is to allow access to positions or heights
 TC0820.recognized by the United States Government. Passive control that is used by
 TC0820.both nations may share the same or similar designations or descriptions but
 TC0820.do not share official positions or heights. The 'Station Description' may
 TC0820.originate from a Canadian 'Station Report' and if so contains information
 TC0820.licensed under the 'Open Government License - Canada'.
 TC0820
 TC0820.The horizontal coordinates were established by classical geodetic methods
 TC0820.and adjusted by the National Geodetic Survey in March 1999.
 TC0820
 TC0820.The orthometric height was scaled from a topographic map.
 TC0820
 TC0820.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0820
 TC0820.Click photographs - Photos may exist for this station.
 TC0820
 TC0820. The following values were computed from the NAD 83(1996) position.
 TC0820
 TC0820;                    North         East     Units Scale Factor Converg.
 TC0820;UTM  15      - 5,397,297.493   383,883.261   MT  0.99976565   -1 11 11.2
 TC0820
 TC0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0820!UTM  15      -   0.99995246  x   0.99976565  =   0.99971812
 TC0820
 TC0820:                Primary Azimuth Mark                     Grid Az
 TC0820:UTM  15      -  RYDBERG                                  144 49 55.9
 TC0820
 TC0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8388397297(NAD 83)
 TC0820
 TC0820|---------------------------------------------------------------------|
 TC0820| PID    Reference Object                     Distance      Geod. Az  |
 TC0820|                                                           dddmmss.s |
 TC0820| TC0851 BROOKS                              326.264 METERS 08315     |
 TC0820| TC1204 RYDBERG                             484.023 METERS 1433844.7 |
 TC0820| TC0900 EMMA                                312.171 METERS 20710     |
 TC0820| TC0901 EMPRESS                             358.117 METERS 28000     |
 TC0820|---------------------------------------------------------------------|
 TC0820
 TC0820                          SUPERSEDED SURVEY CONTROL
 TC0820
 TC0820  NAD 83(1986)-  48 43 04.36973(N)    094 34 43.20772(W) AD(       ) 3
 TC0820
 TC0820.Superseded values are not recommended for survey control.
 TC0820
 TC0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0820.See file dsdata.pdf to determine how the superseded data were derived.
 TC0820
 TC0820_MARKER: X = CHISELED CROSS
 TC0820_SETTING: 80 = SET IN A BOULDER
 TC0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0820+STABILITY: SURFACE MOTION
 TC0820
 TC0820  HISTORY     - Date     Condition        Report By
 TC0820  HISTORY     - 1914     MONUMENTED       IBC
 TC0820
 TC0820                          STATION DESCRIPTION
 TC0820
 TC0820'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC0820'ON THE NORTH BANK OF RAINY RIVER, ABOUT ONE - THIRD MILE WEST OF THE
 TC0820'TOWN OF RAINY RIVER, ONTARIO.  THE STATION IS ABOUT 1 METER ABOVE AND
 TC0820'2 METERS BACK FROM THE WATER, 1.5 METERS SOUTH OF THE SOUTH RAIL OF
 TC0820'THE RAILROAD, AT A POINT JUST EAST OF THE EAST SWITCH OF THE Y AND 21
 TC0820'METERS EAST - SOUTHEAST OF A SMALL FRAME HOUSE.
 TC0820'
 TC0820'STATION MARK--A CROSS CUT IN A STONE.  SUBSURFACE MARK IS A BALL OF
 TC0820'WIRE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1012 ***********************************************************************
 RJ1012  DESIGNATION -  AZIMUTH MON  IWC 1911
 RJ1012  PID         -  RJ1012
 RJ1012  STATE/COUNTY-  ON/ALGOMA
 RJ1012  COUNTRY     -  CANADA
 RJ1012  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ1012
 RJ1012                         *CURRENT SURVEY CONTROL
 RJ1012  ______________________________________________________________________
 RJ1012* NAD 83(1986) POSITION- 46 29 59.45234(N) 084 18 01.43442(W)   ADJUSTED
 RJ1012* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ1012  ______________________________________________________________________
 RJ1012  GEOID HEIGHT    -        -37.150 (meters)                     EGM08
 RJ1012  HORZ ORDER      -  THIRD
 RJ1012
 RJ1012.The positional and height information provided upon this datasheet are not
 RJ1012.officially recognized by the Government of Canada, provincial governments
 RJ1012.within Canada, nor are they intended to replace or substitute for them.
 RJ1012.The intent of sharing this data is to allow access to positions or heights
 RJ1012.recognized by the United States Government. Passive control that is used by
 RJ1012.both nations may share the same or similar designations or descriptions but
 RJ1012.do not share official positions or heights. The 'Station Description' may
 RJ1012.originate from a Canadian 'Station Report' and if so contains information
 RJ1012.licensed under the 'Open Government License - Canada'.
 RJ1012
 RJ1012.The horizontal coordinates were established by classical geodetic methods
 RJ1012.and adjusted by the National Geodetic Survey in July 1986.
 RJ1012
 RJ1012.The orthometric height was scaled from a topographic map.
 RJ1012
 RJ1012.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1012
 RJ1012.Click photographs - Photos may exist for this station.
 RJ1012
 RJ1012. The following values were computed from the NAD 83(1986) position.
 RJ1012
 RJ1012;                    North         East     Units Scale Factor Converg.
 RJ1012;UTM  16      - 5,153,127.524   707,142.180   MT  1.00012745   +1 57 32.1
 RJ1012
 RJ1012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1012!UTM  16      -   0.99997823  x   1.00012745  =   1.00010568
 RJ1012
 RJ1012:                Primary Azimuth Mark                     Grid Az
 RJ1012:UTM  16      -  SHINGWAUK HOME CHURCH SPIRE              080 19 18.6
 RJ1012
 RJ1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0714253127(NAD 83)
 RJ1012
 RJ1012|---------------------------------------------------------------------|
 RJ1012| PID    Reference Object                     Distance      Geod. Az  |
 RJ1012|                                                           dddmmss.s |
 RJ1012| RJ0828 SHINGWAUK HOME CHURCH SPIRE         APPROX. 1.0 KM 0821650.7 |
 RJ1012| RJ1008 BAYFIELD ROCK FRONT RANGE LT        APPROX. 1.8 KM 1323227.2 |
 RJ1012| RJ1025 REF MON 34 IWC 1911                 APPROX. 0.5 KM 1552539.9 |
 RJ1012| RJ0835 SAULT STE MARIE ST JOHN SPIRE       APPROX. 2.1 KM 2931053.3 |
 RJ1012|---------------------------------------------------------------------|
 RJ1012
 RJ1012                          SUPERSEDED SURVEY CONTROL
 RJ1012
 RJ1012  NAD 27      -  46 29 59.37900(N)    084 18 01.29600(W) AD(       ) 3
 RJ1012
 RJ1012.Superseded values are not recommended for survey control.
 RJ1012
 RJ1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1012.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1012
 RJ1012_MARKER: Z = SEE DESCRIPTION
 RJ1012_SETTING: 0 = UNSPECIFIED SETTING
 RJ1012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1012
 RJ1012  HISTORY     - Date     Condition        Report By
 RJ1012  HISTORY     - 1911     MONUMENTED       IWC
 RJ1012  HISTORY     - 1968     GOOD             USACE
 RJ1012
 RJ1012                          STATION DESCRIPTION
 RJ1012
 RJ1012'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1911
 RJ1012'IN BELLEVUE PARK, ABOUT 1-1/2 MILES E OF SAULT STE MARIE, ONTARIO,
 RJ1012'POST OFFICE BUILDING, NEAR SW CORNER OF THE PARK.  IT IS ABOUT 140
 RJ1012'FEET N OF WATER AND ABOUT 4 FEET ABOVE.
 RJ1012'
 RJ1012'STATION MARK IS A DRILL HOLE IN A 3/4 INCH BRONZE BOLT SET IN TOP
 RJ1012'OF A CONCRETE TRUNCATED CONE WITH  HEMISPHERICAL TOP 2-1/2 FEET
 RJ1012'HIGH AND 2 FEET IN DIAMETER AT THE SURFACE OF THE GROUND.  IT IS
 RJ1012'INTERVISIBLE WITH SHINGWAUK SPIRE, BAYFIELD ROCK FRONT RANGE,
 RJ1012'IMPERIAL, WINDSOR, AND---ST JOHNS CHURCH, CROSS---.
 RJ1012
 RJ1012                          STATION RECOVERY (1968)
 RJ1012
 RJ1012'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1968
 RJ1012'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0823 ***********************************************************************
 RJ0823  DESIGNATION -  AZIMUTH USLS 1893
 RJ0823  PID         -  RJ0823
 RJ0823  STATE/COUNTY-  ON/ALGOMA
 RJ0823  COUNTRY     -  CANADA
 RJ0823  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ0823
 RJ0823                         *CURRENT SURVEY CONTROL
 RJ0823  ______________________________________________________________________
 RJ0823* NAD 83(1986) POSITION- 46 34 26.49505(N) 084 21 09.03494(W)   ADJUSTED
 RJ0823* NAVD 88 ORTHO HEIGHT -   267.    (meters)      876.    (feet) SCALED
 RJ0823  ______________________________________________________________________
 RJ0823  GEOID HEIGHT    -        -37.062 (meters)                     EGM08
 RJ0823  HORZ ORDER      -  FIRST
 RJ0823
 RJ0823.The positional and height information provided upon this datasheet are not
 RJ0823.officially recognized by the Government of Canada, provincial governments
 RJ0823.within Canada, nor are they intended to replace or substitute for them.
 RJ0823.The intent of sharing this data is to allow access to positions or heights
 RJ0823.recognized by the United States Government. Passive control that is used by
 RJ0823.both nations may share the same or similar designations or descriptions but
 RJ0823.do not share official positions or heights. The 'Station Description' may
 RJ0823.originate from a Canadian 'Station Report' and if so contains information
 RJ0823.licensed under the 'Open Government License - Canada'.
 RJ0823
 RJ0823.The horizontal coordinates were established by classical geodetic methods
 RJ0823.and adjusted by the National Geodetic Survey in July 1986.
 RJ0823
 RJ0823.The orthometric height was scaled from a topographic map.
 RJ0823
 RJ0823.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0823
 RJ0823.Click photographs - Photos may exist for this station.
 RJ0823
 RJ0823. The following values were computed from the NAD 83(1986) position.
 RJ0823
 RJ0823;                    North         East     Units Scale Factor Converg.
 RJ0823;UTM  16      - 5,161,234.148   702,867.177   MT  1.00010589   +1 55 24.3
 RJ0823
 RJ0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0823!UTM  16      -   0.99996395  x   1.00010589  =   1.00006984
 RJ0823
 RJ0823:                Primary Azimuth Mark                     Grid Az
 RJ0823:UTM  16      -  MIRRON                                   134 50 48.6
 RJ0823
 RJ0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0286761234(NAD 83)
 RJ0823
 RJ0823|---------------------------------------------------------------------|
 RJ0823| PID    Reference Object                     Distance      Geod. Az  |
 RJ0823|                                                           dddmmss.s |
 RJ0823| RJ0947 MIRRON                              APPROX.13.7 KM 1364612.9 |
 RJ0823|---------------------------------------------------------------------|
 RJ0823
 RJ0823                          SUPERSEDED SURVEY CONTROL
 RJ0823
 RJ0823  NAD 27      -  46 34 26.41500(N)    084 21 08.89200(W) AD(       ) 1
 RJ0823  USSD        -  46 34 27.13800(N)    084 21 08.15100(W) AD(       ) 3
 RJ0823
 RJ0823.Superseded values are not recommended for survey control.
 RJ0823
 RJ0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0823.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0823
 RJ0823_MARKER: Z = SEE DESCRIPTION
 RJ0823_SETTING: 0 = UNSPECIFIED SETTING
 RJ0823_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0823
 RJ0823  HISTORY     - Date     Condition        Report By
 RJ0823  HISTORY     - 1893     MONUMENTED       USLS
 RJ0823
 RJ0823                          STATION DESCRIPTION
 RJ0823
 RJ0823'DESCRIBED BY US LAKE SURVEY 1893
 RJ0823'NEAR CENTER OF SECTION 13, KORAH TOWNSHIP, AND IN THE PEOPLES
 RJ0823'ROAD.  SURFACE
 RJ0823'MARK IS 10-FOOT TRUNCATED PYRAMID OF STONE, 2 FEET SQUARE AT BASE, 1
 RJ0823'FOOT SQUARE AT TOP, AND
 RJ0823'PROJECTING 7 FEET ABOVE GROUND.  UNDERGROUND MARK IS
 RJ0823'3/8-INCH DRILL HOLE IN TOP OF STONE POST,
 RJ0823'SET WITH TOP 4-1/2 FEET BELOW SURFACE OF GROUND.
 RJ0823'REFERENCE MARKS ARE STONE POSTS, EACH MARKED WITH LETTERS
 RJ0823'U.S. ON SIDE AND CROSS
 RJ0823'ON TOP, AT FOLLOWING DISTANCES AND BEARINGS FROM STATION- 69.4 FEET,
 RJ0823'S. 35 DEG.  W., AND 69.1 FEET, S.
 RJ0823'34 DEG. 10 MIN. E.  NAIL IN FOOT OF 10-INCH BALSAM TREE IS 78 FEET
 RJ0823'FROM SECOND REFERENCE MARK, AND 82.4 FEET
 RJ0823'FROM STATION, BEARING N. 84 DEG. 25 MIN. E.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 OG0930 ***********************************************************************
 OG0930  DESIGNATION -  BAILEY IWC
 OG0930  PID         -  OG0930
 OG0930  STATE/COUNTY-  ON/NIAGARA
 OG0930  COUNTRY     -  CANADA
 OG0930  NTS MAPSHEET-  NIAGARA (2020)
 OG0930
 OG0930                         *CURRENT SURVEY CONTROL
 OG0930  ______________________________________________________________________
 OG0930* NAD 83(1996) POSITION- 43 03 34.50112(N) 079 00 25.19546(W)   ADJUSTED
 OG0930* NAVD 88 ORTHO HEIGHT -   173.3   (meters)      569.    (feet) VERTCON
 OG0930  ______________________________________________________________________
 OG0930  GEOID HEIGHT    -        -36.258 (meters)                     EGM08
 OG0930  HORZ ORDER      -  SECOND
 OG0930
 OG0930.The positional and height information provided upon this datasheet are not
 OG0930.officially recognized by the Government of Canada, provincial governments
 OG0930.within Canada, nor are they intended to replace or substitute for them.
 OG0930.The intent of sharing this data is to allow access to positions or heights
 OG0930.recognized by the United States Government. Passive control that is used by
 OG0930.both nations may share the same or similar designations or descriptions but
 OG0930.do not share official positions or heights. The 'Station Description' may
 OG0930.originate from a Canadian 'Station Report' and if so contains information
 OG0930.licensed under the 'Open Government License - Canada'.
 OG0930
 OG0930.The horizontal coordinates were established by classical geodetic methods
 OG0930.and adjusted by the National Geodetic Survey in January 1999.
 OG0930
 OG0930.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0930
 OG0930.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0930
 OG0930.Click photographs - Photos may exist for this station.
 OG0930
 OG0930. The following values were computed from the NAD 83(1996) position.
 OG0930
 OG0930;                    North         East     Units Scale Factor Converg.
 OG0930;UTM  17      - 4,769,359.057   662,291.464   MT  0.99992402   +1 21 39.7
 OG0930
 OG0930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0930!UTM  17      -   0.99997850  x   0.99992402  =   0.99990253
 OG0930
 OG0930:                Primary Azimuth Mark                     Grid Az
 OG0930:UTM  17      -  REF MON 23 41 IWC                        116 51 21.5
 OG0930
 OG0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6229169359(NAD 83)
 OG0930
 OG0930|---------------------------------------------------------------------|
 OG0930| PID    Reference Object                     Distance      Geod. Az  |
 OG0930|                                                           dddmmss.s |
 OG0930| OG0929 REF MON 22 41 IWC                    11.181 METERS 07931     |
 OG0930| OG0724 REF MON 23 41 IWC                   APPROX. 1.0 KM 1181301.2 |
 OG0930|---------------------------------------------------------------------|
 OG0930
 OG0930                          SUPERSEDED SURVEY CONTROL
 OG0930
 OG0930  NAD 83(1986)-  43 03 34.50696(N)    079 00 25.19333(W) AD(       ) 2
 OG0930  NAD 27      -  43 03 34.30314(N)    079 00 26.04200(W) AD(       ) 2
 OG0930  NGVD 29 (07/19/86)  173.5    (m)          569.     (f) VERT ANG       
 OG0930
 OG0930.Superseded values are not recommended for survey control.
 OG0930
 OG0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0930.See file dsdata.pdf to determine how the superseded data were derived.
 OG0930
 OG0930_MARKER: Z = SEE DESCRIPTION
 OG0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0930+STABILITY: SURFACE MOTION
 OG0930
 OG0930  HISTORY     - Date     Condition        Report By
 OG0930  HISTORY     - 1909     MONUMENTED       IWC
 OG0930  HISTORY     - 1973     GOOD             IBC
 OG0930
 OG0930                          STATION DESCRIPTION
 OG0930
 OG0930'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1909 (GCB)
 OG0930'FOUND AS DESCRIBED BY ANGLE AND DISTANCE FROM MONUMENT 22.  THE
 OG0930'REVISED DESCRIPTION READS AS FOLLOWS--
 OG0930'
 OG0930'ON THE CANADIAN SIDE OF THE BOUNDARY, ON THE NORTHERN SHORE OF NAVY
 OG0930'ISLAND IN THE NIAGARA RIVER, ABOUT 100 YARDS BELOW THE REMAINS OF AN
 OG0930'OLD FARMHOUSE ON THE ISLAND.
 OG0930'
 OG0930'STATION MARK, A BRASS PLUG 3/8-INCH IN DIAMETER SET 2 FEET BELOW THE
 OG0930'SURFACE OF THE GROUND IN THE TOP OF A CYLINDER OF CONCRETE.  THERE
 OG0930'ARE NO REFERENCES.  THE STATION IS, S 79 DEG 34 MIN W, 36.70  FEET
 OG0930'FROM REFERENCE MONUMENT 22.
 OG0930
 OG0930                          STATION RECOVERY (1973)
 OG0930
 OG0930'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1973 (CRM)
 OG0930'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  A NEW
 OG0930'DESCRIPTION FOLLOWS.
 OG0930'
 OG0930'THE STATION IS LOCATED ON THE NORTHEAST SIDE OF NAVY ISLAND.  TO
 OG0930'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 190 AND
 OG0930'WEST RIVER ROAD ON GRAND ISLAND, THIS IS THE MOST NORTHERLY
 OG0930'INTERCHANGE ON GRAND ISLAND, GO WEST ON WEST RIVER ROAD FOR 0.35 MILE
 OG0930'TO A PUMPING STATION ON THE RIGHT.  FROM THE PUMPING STATION, TAKE A
 OG0930'BOAT ON A MAGNETIC BEARING OF N50W FOR ABOUT 1/2 MILE TO THE
 OG0930'NORTHEAST SIDE OF NAVY ISLAND AND THE STATION.
 OG0930'
 OG0930'THE STATION MARK IS A 3/8-INCH IN DIAMETER BRASS PLUG, SET IN THE TOP
 OG0930'OF A CYLINDRICAL, CONCRETE POST THE IS 2 FEET BELOW THE SURFACE OF
 OG0930'THE GROUND.  IT IS 94 FEET SOUTHWEST OF THE RIVER BANK AND 63 FEET
 OG0930'SOUTH OF A BLACK LOCUST TREE WITH A TRIANGULAR BLAZE.
 OG0930'
 OG0930'THIS STATION IS ON PROPERTY ADMINISTERED BY THE NIAGARA PARKS
 OG0930'COMMISSION.  PERMISSION MUST BE OBTAINED FROM THEM BEFORE USING THIS
 OG0930'STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 PJ0181 ***********************************************************************
 PJ0181  DESIGNATION -  BANFORD POINT LT
 PJ0181  PID         -  PJ0181
 PJ0181  STATE/COUNTY-  ON/FRONTENAC
 PJ0181  COUNTRY     -  CANADA
 PJ0181  NTS MAPSHEET-  WOLFE ISLAND (2020)
 PJ0181
 PJ0181                         *CURRENT SURVEY CONTROL
 PJ0181  ______________________________________________________________________
 PJ0181* NAD 83(1996) POSITION- 44 12 26.52711(N) 076 14 17.96386(W)   ADJUSTED
 PJ0181  ______________________________________________________________________
 PJ0181  GEOID HEIGHT    -        -34.652 (meters)                     EGM08
 PJ0181  HORZ ORDER      -  THIRD
 PJ0181
 PJ0181.The positional and height information provided upon this datasheet are not
 PJ0181.officially recognized by the Government of Canada, provincial governments
 PJ0181.within Canada, nor are they intended to replace or substitute for them.
 PJ0181.The intent of sharing this data is to allow access to positions or heights
 PJ0181.recognized by the United States Government. Passive control that is used by
 PJ0181.both nations may share the same or similar designations or descriptions but
 PJ0181.do not share official positions or heights. The 'Station Description' may
 PJ0181.originate from a Canadian 'Station Report' and if so contains information
 PJ0181.licensed under the 'Open Government License - Canada'.
 PJ0181
 PJ0181.The horizontal coordinates were established by classical geodetic methods
 PJ0181.and adjusted by the National Geodetic Survey in January 1999.
 PJ0181
 PJ0181.Significant digits in the geoid height do not necessarily reflect accuracy.
 PJ0181
 PJ0181.Click photographs - Photos may exist for this station.
 PJ0181
 PJ0181. The following values were computed from the NAD 83(1996) position.
 PJ0181
 PJ0181;                    North         East     Units Scale Factor Converg.
 PJ0181;UTM  18      - 4,895,650.760   401,064.750   MT  0.99972038   -0 51 48.6
 PJ0181
 PJ0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP0106495650(NAD 83)
 PJ0181
 PJ0181                          SUPERSEDED SURVEY CONTROL
 PJ0181
 PJ0181  NAD 83(1986)-  44 12 26.52832(N)    076 14 17.95701(W) AD(       ) 3
 PJ0181
 PJ0181.Superseded values are not recommended for survey control.
 PJ0181
 PJ0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0181.See file dsdata.pdf to determine how the superseded data were derived.
 PJ0181
 PJ0181_MARKER: 14 = NAVIGATION LIGHT
 PJ0181
 PJ0181  HISTORY     - Date     Condition        Report By
 PJ0181  HISTORY     - 1985     FIRST OBSERVED   NOS
 PJ0181
 PJ0181                          STATION DESCRIPTION
 PJ0181
 PJ0181'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (MWJ)
 PJ0181'THE STATION IS LOCATED ON WOLFE ISLAND ON THE NORTH SHORE
 PJ0181'OF THE ST LAWRENCE RIVER NORTHEAST FROM THE EAST END OF
 PJ0181'CARLETON ISLAND.
 PJ0181'
 PJ0181'THE STATION IS BEST REACHED BY BOAT.
 PJ0181'
 PJ0181'THE POINT INTERSECTED WAS THE HIGHEST VERTICAL POINT OF THE
 PJ0181'LIGHT ATOP THE WHITE CIRCULAR TOWER WITH A RED TOP.
 PJ0181'
 PJ0181'DESCRIBED BY M JOHNSON.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 OG0978 ***********************************************************************
 OG0978  DESIGNATION -  BANK USLS
 OG0978  PID         -  OG0978
 OG0978  STATE/COUNTY-  ON/NIAGARA
 OG0978  COUNTRY     -  CANADA
 OG0978  NTS MAPSHEET-  NIAGARA (2020)
 OG0978
 OG0978                         *CURRENT SURVEY CONTROL
 OG0978  ______________________________________________________________________
 OG0978* NAD 83(1996) POSITION- 43 04 10.86201(N) 079 03 41.91377(W)   ADJUSTED
 OG0978* NAVD 88 ORTHO HEIGHT -   177.    (meters)      581.    (feet) SCALED
 OG0978  ______________________________________________________________________
 OG0978  GEOID HEIGHT    -        -36.292 (meters)                     EGM08
 OG0978  HORZ ORDER      -  THIRD
 OG0978
 OG0978.The positional and height information provided upon this datasheet are not
 OG0978.officially recognized by the Government of Canada, provincial governments
 OG0978.within Canada, nor are they intended to replace or substitute for them.
 OG0978.The intent of sharing this data is to allow access to positions or heights
 OG0978.recognized by the United States Government. Passive control that is used by
 OG0978.both nations may share the same or similar designations or descriptions but
 OG0978.do not share official positions or heights. The 'Station Description' may
 OG0978.originate from a Canadian 'Station Report' and if so contains information
 OG0978.licensed under the 'Open Government License - Canada'.
 OG0978
 OG0978.The horizontal coordinates were established by classical geodetic methods
 OG0978.and adjusted by the National Geodetic Survey in January 1999.
 OG0978
 OG0978.The orthometric height was scaled from a topographic map.
 OG0978
 OG0978.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0978
 OG0978.Click photographs - Photos may exist for this station.
 OG0978
 OG0978. The following values were computed from the NAD 83(1996) position.
 OG0978
 OG0978;                    North         East     Units Scale Factor Converg.
 OG0978;UTM  17      - 4,770,376.457   657,815.728   MT  0.99990639   +1 19 26.2
 OG0978
 OG0978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0978!UTM  17      -   0.99997796  x   0.99990639  =   0.99988435
 OG0978
 OG0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5781570376(NAD 83)
 OG0978
 OG0978                          SUPERSEDED SURVEY CONTROL
 OG0978
 OG0978  NAD 83(1986)-  43 04 10.86798(N)    079 03 41.91170(W) AD(       ) 3
 OG0978  NAD 27      -  43 04 10.66490(N)    079 03 42.74898(W) AD(       ) 3
 OG0978
 OG0978.Superseded values are not recommended for survey control.
 OG0978
 OG0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0978.See file dsdata.pdf to determine how the superseded data were derived.
 OG0978
 OG0978_MARKER: B = BOLT
 OG0978_SETTING: 80 = SET IN A BOULDER
 OG0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0978+STABILITY: SURFACE MOTION
 OG0978
 OG0978  HISTORY     - Date     Condition        Report By
 OG0978  HISTORY     - 1906     MONUMENTED       USLS
 OG0978  HISTORY     - 1956     SEE DESCRIPTION  IBC
 OG0978  HISTORY     - 1971     MARK NOT FOUND   IBC
 OG0978
 OG0978                          STATION DESCRIPTION
 OG0978
 OG0978'DESCRIBED BY US LAKE SURVEY 1906
 OG0978'ON THE CANADIAN SIDE OF THE NIAGARA RIVER ON A POINT A SHORT DISTANCE
 OG0978'ABOVE THE INTAKE WORKS OF THE ONTARIO POWER COMPANY.  IT IS NEAR THE
 OG0978'EDGE OF THE BANK BETWEEN THE ELECTRIC RAILWAY TRACKS AND THE RIVER.
 OG0978'THE CENTER IS MARKED BY A QUARTER - INCH COPPER BOLT LEADED INTO A
 OG0978'FLAT LIMESTONE ABOUT 9 INCHES ACROSS AND 3 INCHES THICK BURIED WITH
 OG0978'ITS SURFACE 16 INCHES UNDERGROUND.  THE SURFACE MARK IS A CROSS ON
 OG0978'THE TOP OF A COPPER BOLT LEADED IN THE TOP OF A DRESSED STONE SET
 OG0978'WITH ITS TOP FLUSH WITH THE SURFACE OF THE GROUND.  THE
 OG0978'LETTERS---U.S.L.S.---ARE CUT, ONE IN EACH CORNER, IN THE TOP OF THE
 OG0978'STONE.
 OG0978
 OG0978                          STATION RECOVERY (1956)
 OG0978
 OG0978'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956 (NWS)
 OG0978'STATION NOT RECOVERED BUT PROBABLY RECOVERABLE.
 OG0978
 OG0978                          STATION RECOVERY (1971)
 OG0978
 OG0978'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 OG0978'STATION SEARCHED FOR BUT NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0878 ***********************************************************************
 RJ0878  DESIGNATION -  BAR IBC 1944
 RJ0878  PID         -  RJ0878
 RJ0878  STATE/COUNTY-  ON/ALGOMA
 RJ0878  COUNTRY     -  CANADA
 RJ0878  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ0878
 RJ0878                         *CURRENT SURVEY CONTROL
 RJ0878  ______________________________________________________________________
 RJ0878* NAD 83(1986) POSITION- 46 24 45.53575(N) 084 04 56.01521(W)   ADJUSTED
 RJ0878* NAVD 88 ORTHO HEIGHT -   213.    (meters)      699.    (feet) SCALED
 RJ0878  ______________________________________________________________________
 RJ0878  GEOID HEIGHT    -        -37.174 (meters)                     EGM08
 RJ0878  HORZ ORDER      -  THIRD
 RJ0878
 RJ0878.The positional and height information provided upon this datasheet are not
 RJ0878.officially recognized by the Government of Canada, provincial governments
 RJ0878.within Canada, nor are they intended to replace or substitute for them.
 RJ0878.The intent of sharing this data is to allow access to positions or heights
 RJ0878.recognized by the United States Government. Passive control that is used by
 RJ0878.both nations may share the same or similar designations or descriptions but
 RJ0878.do not share official positions or heights. The 'Station Description' may
 RJ0878.originate from a Canadian 'Station Report' and if so contains information
 RJ0878.licensed under the 'Open Government License - Canada'.
 RJ0878
 RJ0878.The horizontal coordinates were established by classical geodetic methods
 RJ0878.and adjusted by the National Geodetic Survey in July 1986.
 RJ0878
 RJ0878.The orthometric height was scaled from a topographic map.
 RJ0878
 RJ0878.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0878
 RJ0878.Click photographs - Photos may exist for this station.
 RJ0878
 RJ0878. The following values were computed from the NAD 83(1986) position.
 RJ0878
 RJ0878;                    North         East     Units Scale Factor Converg.
 RJ0878;UTM  16      - 5,144,034.681   724,239.884   MT  1.00021814   +2 06 51.4
 RJ0878;UTM  17      - 5,144,514.430   263,121.982   MT  1.00028978   -2 14 00.8
 RJ0878
 RJ0878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0878!UTM  16      -   0.99997243  x   1.00021814  =   1.00019057
 RJ0878!UTM  17      -   0.99997243  x   1.00028978  =   1.00026221
 RJ0878
 RJ0878:                Primary Azimuth Mark                     Grid Az
 RJ0878:UTM  16      -  42 USLS 1878                             353 22 25.5
 RJ0878:UTM  17      -  42 USLS 1878                             357 43 17.7
 RJ0878
 RJ0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2423944034(NAD 83)
 RJ0878
 RJ0878|---------------------------------------------------------------------|
 RJ0878| PID    Reference Object                     Distance      Geod. Az  |
 RJ0878|                                                           dddmmss.s |
 RJ0878| RJ0743 42 USLS 1878                        APPROX.13.0 KM 3552916.9 |
 RJ0878|---------------------------------------------------------------------|
 RJ0878
 RJ0878                          SUPERSEDED SURVEY CONTROL
 RJ0878
 RJ0878  NAD 27      -  46 24 45.45800(N)    084 04 55.92000(W) AD(       ) 3
 RJ0878
 RJ0878.Superseded values are not recommended for survey control.
 RJ0878
 RJ0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0878.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0878
 RJ0878_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0878_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ0878+WITH SETTING: PAVEMENT
 RJ0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0878+STABILITY: SURFACE MOTION
 RJ0878
 RJ0878  HISTORY     - Date     Condition        Report By
 RJ0878  HISTORY     - 1944     MONUMENTED       IBC
 RJ0878  HISTORY     - 1958     GOOD             IBC
 RJ0878
 RJ0878                          STATION DESCRIPTION
 RJ0878
 RJ0878'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RJ0878'IN THE RIGHT - OF - WAY OF THE E - W ROAD, 1 MILE N OF THE ROAD FROM
 RJ0878'LAIRD TO PUMPKIN POINT, ON THE S SIDE OF THE ROAD, ABOUT MIDWAY OF
 RJ0878'THE CONCRETE HIGHWAY RUNNING S FROM ECHO BAY AND THE SHORES OF
 RJ0878'LAKE GEORGE.  IT IS 4 FEET FROM THE S FENCE, IN THE LINE OF THE
 RJ0878'TELEPHONE POLES, 60 FEET TO THE POLE TO THE E, 105 FEET TO THE POLE
 RJ0878'TO THE W WHICH IS THE FOURTH POLE E OF THE GARAGE OF THE ONLY HOUSE
 RJ0878'ON S SIDE OF THE ROAD ON THE HILL W OF THE STATION.  A LARGE BARN
 RJ0878'IS ON THE N SIDE OF THE ROAD OPPOSITE THE SECOND POLE E.  OPEN FARM
 RJ0878'LAND SURROUNDS THE STATION.
 RJ0878'
 RJ0878'STATION MARK IS A COPPER WIRE IN A CONCRETE CYLINDER, 7 INCHES IN
 RJ0878'DIAMETER BY 10 INCHES LONG, AND IS 20 INCHES UNDERGROUND.  A STANDARD
 RJ0878'I B C BRONZE DISK IN THE TOP OF A CONCRETE CYLINDER, 7 INCHES IN
 RJ0878'DIAMETER BY 20 INCHES LONG, IS SET OVER THE STATION, PROJECTING 2
 RJ0878'INCHES IN SMALL STONES.
 RJ0878
 RJ0878                          STATION RECOVERY (1958)
 RJ0878
 RJ0878'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0878'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NE1384 ***********************************************************************
 NE1384  DESIGNATION -  BAR POINT
 NE1384  PID         -  NE1384
 NE1384  STATE/COUNTY-  ON/ESSEX
 NE1384  COUNTRY     -  CANADA
 NE1384  NTS MAPSHEET-  AMHERSTBURG (2020)
 NE1384
 NE1384                         *CURRENT SURVEY CONTROL
 NE1384  ______________________________________________________________________
 NE1384* NAD 83(1995) POSITION- 42 03 18.02789(N) 083 06 58.44884(W)   ADJUSTED
 NE1384* NAVD 88 ORTHO HEIGHT -   175.    (meters)      574.    (feet) SCALED
 NE1384  ______________________________________________________________________
 NE1384  GEOID HEIGHT    -        -35.560 (meters)                     EGM08
 NE1384  HORZ ORDER      -  FIRST
 NE1384
 NE1384.The positional and height information provided upon this datasheet are not
 NE1384.officially recognized by the Government of Canada, provincial governments
 NE1384.within Canada, nor are they intended to replace or substitute for them.
 NE1384.The intent of sharing this data is to allow access to positions or heights
 NE1384.recognized by the United States Government. Passive control that is used by
 NE1384.both nations may share the same or similar designations or descriptions but
 NE1384.do not share official positions or heights. The 'Station Description' may
 NE1384.originate from a Canadian 'Station Report' and if so contains information
 NE1384.licensed under the 'Open Government License - Canada'.
 NE1384
 NE1384.The horizontal coordinates were established by classical geodetic methods
 NE1384.and adjusted by the National Geodetic Survey in April 1998.
 NE1384
 NE1384.The orthometric height was scaled from a topographic map.
 NE1384
 NE1384.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1384
 NE1384.Click photographs - Photos may exist for this station.
 NE1384
 NE1384. The following values were computed from the NAD 83(1995) position.
 NE1384
 NE1384;                    North         East     Units Scale Factor Converg.
 NE1384;UTM  17      - 4,658,050.468   324,885.250   MT  0.99997734   -1 25 04.5
 NE1384
 NE1384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1384!UTM  17      -   0.99997816  x   0.99997734  =   0.99995550
 NE1384
 NE1384:                Primary Azimuth Mark                     Grid Az
 NE1384:UTM  17      -  TRENTON RADIO WCAR CENTER MAST           313 58 41.3
 NE1384
 NE1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2488558050(NAD 83)
 NE1384
 NE1384|---------------------------------------------------------------------|
 NE1384| PID    Reference Object                     Distance      Geod. Az  |
 NE1384|                                                           dddmmss.s |
 NE1384| CH0778 BAR POINT RM 1                                     00611     |
 NE1384| CH0779 BAR POINT RM 2                                     13659     |
 NE1384| NE1387 TRENTON RADIO WCAR CENTER MAST      APPROX. 9.2 KM 3123336.8 |
 NE1384|---------------------------------------------------------------------|
 NE1384
 NE1384                          SUPERSEDED SURVEY CONTROL
 NE1384
 NE1384  NAD 83(1986)-  42 03 18.03946(N)    083 06 58.47563(W) AD(       ) 1
 NE1384  NAD 27      -  42 03 17.88000(N)    083 06 58.74700(W) AD(       ) 1
 NE1384
 NE1384.Superseded values are not recommended for survey control.
 NE1384
 NE1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1384.See file dsdata.pdf to determine how the superseded data were derived.
 NE1384
 NE1384
 NE1384  HISTORY     - Date     Condition        Report By
 NE1384  HISTORY     - 1910     MONUMENTED       USLS
 NE1384  HISTORY     - 1957     SEE DESCRIPTION  USLS
 NE1384
 NE1384                          STATION DESCRIPTION
 NE1384
 NE1384'DESCRIBED BY US LAKE SURVEY 1957 (WNM)
 NE1384'THE STATION WAS RECOVERED
 NE1384'AND FOUND IN GOOD
 NE1384'CONDITION.  THERE WAS NO OLD DESCRIPTION AVAILABLE.
 NE1384'REFERENCE MARKS 1 AND 2 WERE
 NE1384'ESTABLISHED AT THIS TIME.
 NE1384'
 NE1384'A COMPLETE NEW DESCRIPTION FOLLOWS-
 NE1384'
 NE1384'THE STATION IS LOCATED ABOUT 3 MI. S OF AMHERSTBURG, AT SUMMIT
 NE1384'BEACH ON BAR
 NE1384'POINT, ON THE N SHORE OF LAKE ERIE, AT THE MOUTH OF
 NE1384'THE DETROIT RIVER.  IT IS 4 FT.
 NE1384'W OF THE W EDGE OF A CONCRETE SEAWALL,
 NE1384'4 FT. NW OF THE W END OF AN E-W SEAWALL, AND 70
 NE1384'FT. SW OF THE
 NE1384'SW CORNER OF A FRAMEHOUSE.  THE STATION IS AN X IN A 1-IN. STEEL
 NE1384'ROD, IN THE
 NE1384'CENTER OF AN 18-IN. DIAMETER CONCRETE CYLINDER PROJECTING
 NE1384'ABOUT 6 IN. ABOVE A CONCRETE
 NE1384'PIER THAT SUPPORTS A PERMANENT
 NE1384'15-FT. WOODEN STAND.  THE CONCRETE CYLINDER IS
 NE1384'INSCRIBED USLS BAR
 NE1384'POINT 1877.  PART OF THE INSCRIPTION IS NOT LEGIBLE.
 NE1384'
 NE1384'TO REACH THE STATION FROM THE FEDERAL BUILDING IN AMHERSTBURG,
 NE1384'GO W ON HIGHWAY 18
 NE1384'(RICHMOND STREET) FOR 0.05 MI.  TURN LEFT AND GO
 NE1384'S ON HIGHWAY 18 (DALHOUSIE STREET)
 NE1384'FOR 2.95 MI. TO A SIDE ROAD RIGHT
 NE1384'(THIS IS WHERE HIGHWAY 18 TURNS E).  TURN RIGHT AND
 NE1384'GO S ON THE
 NE1384'PAVED ROAD FOR 0.5 MI. TO FRANCIS SCOTT DRIVE RIGHT.  TURN RIGHT
 NE1384'AND GO W ON
 NE1384'FRANCIS SCOTT DRIVE FOR 0.1 MI. TO THE END OF THE
 NE1384'DRIVE.  WALK SW AROUND THE
 NE1384'FRAMEHOUSE TO THE STATION IN THE SW EDGE
 NE1384'OF THE LAWN.
 NE1384'
 NE1384'REFERENCE MARK 1 IS 0.8 FT. E OF THE W EDGE OF A CONCRETE SEAWALL,
 NE1384'28 FT. N OF THE W
 NE1384'END OF AN E-W SEAWALL, 46 FT. W OF THE SW
 NE1384'CORNER OF THE FRAMEHOUSE, AND 9 FT.
 NE1384'W OF AN 18-IN. WILLOW TREE.
 NE1384'THE DISK IS SET FLUSH IN A DRILL HOLE IN THE CONCRETE
 NE1384'SEAWALL AND IS
 NE1384'STAMPED BAR POINT USLS NO 1 1957.
 NE1384'
 NE1384'REFERENCE MARK 2 IS SET IN A CONCRETE SEAWALL, 6 FT. S OF THE
 NE1384'S EDGE OF THE
 NE1384'CONCRETE STEPS THAT LEAD TO THE BEACH, 16 FT. W OF
 NE1384'AN 18-IN. WALNUT TREE, 67 FT. NW
 NE1384'OF THE NW CORNER OF A FRAME CABIN,
 NE1384'AND 56 FT. S OF THE E END OF THE E-W SEAWALL.  THE
 NE1384'DISK IS SET
 NE1384'FLUSH IN A DRILL HOLE IN THE CONCRETE SEAWALL AND IS STAMPED BAR
 NE1384'POINT USLS NO 2 1957.
 NE1384'
 NE1384'HEIGHT OF LIGHT ABOVE STATION MARK - 5 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0780 ***********************************************************************
 RJ0780  DESIGNATION -  BASSAWA  IBC 1943
 RJ0780  PID         -  RJ0780
 RJ0780  STATE/COUNTY-  ON/ALGOMA
 RJ0780  COUNTRY     -  CANADA
 RJ0780  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ0780
 RJ0780                         *CURRENT SURVEY CONTROL
 RJ0780  ______________________________________________________________________
 RJ0780* NAD 83(1986) POSITION- 46 31 51.17302(N) 084 09 03.29385(W)   ADJUSTED
 RJ0780* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0780  ______________________________________________________________________
 RJ0780  GEOID HEIGHT    -        -37.229 (meters)                     EGM08
 RJ0780  HORZ ORDER      -  THIRD
 RJ0780
 RJ0780.The positional and height information provided upon this datasheet are not
 RJ0780.officially recognized by the Government of Canada, provincial governments
 RJ0780.within Canada, nor are they intended to replace or substitute for them.
 RJ0780.The intent of sharing this data is to allow access to positions or heights
 RJ0780.recognized by the United States Government. Passive control that is used by
 RJ0780.both nations may share the same or similar designations or descriptions but
 RJ0780.do not share official positions or heights. The 'Station Description' may
 RJ0780.originate from a Canadian 'Station Report' and if so contains information
 RJ0780.licensed under the 'Open Government License - Canada'.
 RJ0780
 RJ0780.The horizontal coordinates were established by classical geodetic methods
 RJ0780.and adjusted by the National Geodetic Survey in July 1986.
 RJ0780
 RJ0780.The orthometric height was scaled from a topographic map.
 RJ0780
 RJ0780.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0780
 RJ0780.Click photographs - Photos may exist for this station.
 RJ0780
 RJ0780. The following values were computed from the NAD 83(1986) position.
 RJ0780
 RJ0780;                    North         East     Units Scale Factor Converg.
 RJ0780;UTM  16      - 5,156,978.818   718,487.163   MT  1.00018681   +2 04 06.7
 RJ0780
 RJ0780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0780!UTM  16      -   0.99997825  x   1.00018681  =   1.00016505
 RJ0780
 RJ0780:                Primary Azimuth Mark                     Grid Az
 RJ0780:UTM  16      -  TURN IBC 1943                            063 39 00.4
 RJ0780
 RJ0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1848756978(NAD 83)
 RJ0780
 RJ0780|---------------------------------------------------------------------|
 RJ0780| PID    Reference Object                     Distance      Geod. Az  |
 RJ0780|                                                           dddmmss.s |
 RJ0780| RJ0778 TURN IBC 1943                       418.314 METERS 0654307.1 |
 RJ0780| RJ0782 BLAIN                               385.420 METERS 18545     |
 RJ0780| RJ0783 REF MON 27 ECC                      404.676 METERS 2023431.0 |
 RJ0780|---------------------------------------------------------------------|
 RJ0780
 RJ0780                          SUPERSEDED SURVEY CONTROL
 RJ0780
 RJ0780  NAD 27      -  46 31 51.08600(N)    084 09 03.18400(W) AD(       ) 3
 RJ0780
 RJ0780.Superseded values are not recommended for survey control.
 RJ0780
 RJ0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0780.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0780
 RJ0780_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0780_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ0780+WITH SETTING: PAVEMENT
 RJ0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0780+STABILITY: SURFACE MOTION
 RJ0780
 RJ0780  HISTORY     - Date     Condition        Report By
 RJ0780  HISTORY     - 1943     MONUMENTED       IBC
 RJ0780  HISTORY     - 1958     GOOD             IBC
 RJ0780
 RJ0780                          STATION DESCRIPTION
 RJ0780
 RJ0780'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0780'STATION IS 1/4 MILE E OF THE MOUTH OF GARDEN RIVER AND N OF PAYMENT
 RJ0780'CHURCH, ON E SIDE OF ROAD RIGHT - OF - WAY LEADING TO RIVER.  IT IS
 RJ0780'4.5 FEET W OF FENCE, 140 FEET S OF CORNER POST AT INTERSECTION OF
 RJ0780'E - AND - W ROAD, AT TOP OF BANK, ABOUT 150 FEET BACK FROM WATER,
 RJ0780'AND 12 FEET ABOVE.  IT IS 4.7 FEET FROM LARGE FENCE POST AT TOP
 RJ0780'OF BANK AND 6.4 FEET FROM NEXT POST N.
 RJ0780'
 RJ0780'STATION MARK IS A STANDARD I B C BRONZE - DISK STATION MARK IN A
 RJ0780'CYLINDER OF CONCRETE 7 INCHES IN DIAMETER AND 20 INCHES LONG SET
 RJ0780'FLUSH WITH SURFACE OF GROUND.  SUBSURFACE MARK IS A ROUND-HEADED
 RJ0780'COPPER RIVET IN A CYLINDER OF CONCRETE 7 INCHES IN DIAMETER AND
 RJ0780'10 INCHES LONG SET 2 FEET UNDERGROUND.
 RJ0780
 RJ0780                          STATION RECOVERY (1958)
 RJ0780
 RJ0780'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0780'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0874 ***********************************************************************
 RJ0874  DESIGNATION -  BATCHEWANA EAST BASE USLS 1895
 RJ0874  PID         -  RJ0874
 RJ0874  STATE/COUNTY-  ON/ALGOMA
 RJ0874  COUNTRY     -  CANADA
 RJ0874  NTS MAPSHEET-  SEARCHMONT (2020)
 RJ0874
 RJ0874                         *CURRENT SURVEY CONTROL
 RJ0874  ______________________________________________________________________
 RJ0874* NAD 83(1986) POSITION- 46 53 26.77902(N) 084 27 01.39828(W)   ADJUSTED
 RJ0874* NAVD 88 ORTHO HEIGHT -   206.    (meters)      676.    (feet) SCALED
 RJ0874  ______________________________________________________________________
 RJ0874  GEOID HEIGHT    -        -36.998 (meters)                     EGM08
 RJ0874  HORZ ORDER      -  FIRST
 RJ0874
 RJ0874.The positional and height information provided upon this datasheet are not
 RJ0874.officially recognized by the Government of Canada, provincial governments
 RJ0874.within Canada, nor are they intended to replace or substitute for them.
 RJ0874.The intent of sharing this data is to allow access to positions or heights
 RJ0874.recognized by the United States Government. Passive control that is used by
 RJ0874.both nations may share the same or similar designations or descriptions but
 RJ0874.do not share official positions or heights. The 'Station Description' may
 RJ0874.originate from a Canadian 'Station Report' and if so contains information
 RJ0874.licensed under the 'Open Government License - Canada'.
 RJ0874
 RJ0874.The horizontal coordinates were established by classical geodetic methods
 RJ0874.and adjusted by the National Geodetic Survey in July 1986.
 RJ0874
 RJ0874.The orthometric height was scaled from a topographic map.
 RJ0874
 RJ0874.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0874
 RJ0874.Click photographs - Photos may exist for this station.
 RJ0874
 RJ0874. The following values were computed from the NAD 83(1986) position.
 RJ0874
 RJ0874;                    North         East     Units Scale Factor Converg.
 RJ0874;UTM  16      - 5,196,182.004   694,226.211   MT  1.00006368   +1 51 42.9
 RJ0874
 RJ0874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0874!UTM  16      -   0.99997350  x   1.00006368  =   1.00003718
 RJ0874
 RJ0874:                Primary Azimuth Mark                     Grid Az
 RJ0874:UTM  16      -  HAVILLAND USLS 1895                      183 03 27.2
 RJ0874
 RJ0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9422696182(NAD 83)
 RJ0874
 RJ0874|---------------------------------------------------------------------|
 RJ0874| PID    Reference Object                     Distance      Geod. Az  |
 RJ0874|                                                           dddmmss.s |
 RJ0874| RJ0873 HAVILLAND USLS 1895                 APPROX.11.5 KM 1845510.1 |
 RJ0874|---------------------------------------------------------------------|
 RJ0874
 RJ0874                          SUPERSEDED SURVEY CONTROL
 RJ0874
 RJ0874  NAD 27      -  46 53 26.68500(N)    084 27 01.22600(W) AD(       ) 1
 RJ0874  USSD        -  46 53 27.40600(N)    084 27 00.52100(W) AD(       ) 3
 RJ0874
 RJ0874.Superseded values are not recommended for survey control.
 RJ0874
 RJ0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0874.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0874
 RJ0874_MARKER: Z = SEE DESCRIPTION
 RJ0874_SETTING: 0 = UNSPECIFIED SETTING
 RJ0874_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0874
 RJ0874  HISTORY     - Date     Condition        Report By
 RJ0874  HISTORY     - 1895     MONUMENTED       USLS
 RJ0874
 RJ0874                          STATION DESCRIPTION
 RJ0874
 RJ0874'DESCRIBED BY US LAKE SURVEY 1895
 RJ0874'IN WHITEFISH BAY, ABOUT 1/4 MILE FROM EAST END OF BATCHEWANA
 RJ0874'ISLAND AND ON EAST
 RJ0874'END OF HILL.  MARKED BY INTERSECTION OF TWO LINES (ONE IN DIRECTION
 RJ0874'OF BASE, ONE PERPENDICULAR TO IT) ON
 RJ0874'1/4-INCH BRASS CYLINDER LEADED IN TOP OF
 RJ0874'CUT STONE, 2 FEET LONG, 1 FOOT SQUARE, WITH TOP 4 FEET
 RJ0874'BELOW SURFACE OF GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1129 ***********************************************************************
 RJ1129  DESIGNATION -  BATCHEWANA WEST BASE USLS 1895
 RJ1129  PID         -  RJ1129
 RJ1129  STATE/COUNTY-  ON/ALGOMA
 RJ1129  COUNTRY     -  CANADA
 RJ1129  NTS MAPSHEET-  PANCAKE BAY (2020)
 RJ1129
 RJ1129                         *CURRENT SURVEY CONTROL
 RJ1129  ______________________________________________________________________
 RJ1129* NAD 83(1986) POSITION- 46 52 40.38793(N) 084 32 09.49475(W)   ADJUSTED
 RJ1129* NAVD 88 ORTHO HEIGHT -   218.    (meters)      715.    (feet) SCALED
 RJ1129  ______________________________________________________________________
 RJ1129  GEOID HEIGHT    -        -37.012 (meters)                     EGM08
 RJ1129  HORZ ORDER      -  FIRST
 RJ1129
 RJ1129.The positional and height information provided upon this datasheet are not
 RJ1129.officially recognized by the Government of Canada, provincial governments
 RJ1129.within Canada, nor are they intended to replace or substitute for them.
 RJ1129.The intent of sharing this data is to allow access to positions or heights
 RJ1129.recognized by the United States Government. Passive control that is used by
 RJ1129.both nations may share the same or similar designations or descriptions but
 RJ1129.do not share official positions or heights. The 'Station Description' may
 RJ1129.originate from a Canadian 'Station Report' and if so contains information
 RJ1129.licensed under the 'Open Government License - Canada'.
 RJ1129
 RJ1129.The horizontal coordinates were established by classical geodetic methods
 RJ1129.and adjusted by the National Geodetic Survey in July 1986.
 RJ1129
 RJ1129.The orthometric height was scaled from a topographic map.
 RJ1129
 RJ1129.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1129
 RJ1129.Click photographs - Photos may exist for this station.
 RJ1129
 RJ1129. The following values were computed from the NAD 83(1986) position.
 RJ1129
 RJ1129;                    North         East     Units Scale Factor Converg.
 RJ1129;UTM  16      - 5,194,541.729   687,751.900   MT  1.00003328   +1 47 56.5
 RJ1129
 RJ1129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1129!UTM  16      -   0.99997163  x   1.00003328  =   1.00000490
 RJ1129
 RJ1129:                Primary Azimuth Mark                     Grid Az
 RJ1129:UTM  16      -  BATCHEWANA EAST BASE USLS 1895           075 47 00.2
 RJ1129
 RJ1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS8775194541(NAD 83)
 RJ1129
 RJ1129|---------------------------------------------------------------------|
 RJ1129| PID    Reference Object                     Distance      Geod. Az  |
 RJ1129|                                                           dddmmss.s |
 RJ1129| RJ0874 BATCHEWANA EAST BASE USLS 1895      APPROX. 6.7 KM 0773456.7 |
 RJ1129|---------------------------------------------------------------------|
 RJ1129
 RJ1129                          SUPERSEDED SURVEY CONTROL
 RJ1129
 RJ1129  NAD 27      -  46 52 40.29600(N)    084 32 09.30900(W) AD(       ) 1
 RJ1129  USSD        -  46 52 41.01300(N)    084 32 08.60600(W) AD(       ) 3
 RJ1129
 RJ1129.Superseded values are not recommended for survey control.
 RJ1129
 RJ1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1129.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1129
 RJ1129
 RJ1129  HISTORY     - Date     Condition        Report By
 RJ1129  HISTORY     - 1895     MONUMENTED       USLS
 RJ1129  HISTORY     - 1949     SEE DESCRIPTION  USLS
 RJ1129
 RJ1129                          STATION DESCRIPTION
 RJ1129
 RJ1129'DESCRIBED BY US LAKE SURVEY 1895
 RJ1129'IN WHITEFISH BAY, NEAR WEST END OF BATCHAWANA ISLAND.
 RJ1129'MARKED BY STONE.
 RJ1129
 RJ1129                          STATION RECOVERY (1949)
 RJ1129
 RJ1129'RECOVERY NOTE BY US LAKE SURVEY 1949 (CBF)
 RJ1129'TO REACH THE STATION AND REFERENCES PROCEED BY BOAT TO THE MOST
 RJ1129'WESTERLY POINT OF
 RJ1129'BATCHAWANA ISLAND, THENCE WALK DUE EAST 1/2 MILE THROUGH WOODS
 RJ1129'SWAMP, AND UNDERGROWTH TO
 RJ1129'THE WEST EDGE OF THE MOST WESTERLY RIDGE.
 RJ1129'
 RJ1129'STATION ABOUT 40 FEET EAST OF THE WEST EDGE OF THE MOST WESTERLY
 RJ1129'RIDGE ABOUT 40 FEET
 RJ1129'ABOVE THE LAKE, 21.5 FEET S 75 DEG. 26 MIN. E OF A NAIL IN A
 RJ1129'TRIANGULAR BLAZE IN A 14 INCH
 RJ1129'POPLAR TREE, 29.29 FEET N 36 DEG. 42 MIN. W OF
 RJ1129'REFERENCE NO. 2 MARKED AT THE SURFACE BY A 7
 RJ1129'INCH DIAMETER CEDAR POST
 RJ1129'WITH A POINTED TOP, PROJECTING 5 FEET ABOVE THE GROUND, WITH
 RJ1129'THE LETTERS US,
 RJ1129'INSCRIBED ON THE NORTH FACE, AND THE SUBSURFACE MARK 3 FEET BELOW THE
 RJ1129'GROUND MARKED BY A
 RJ1129'CROSS IN THE TOP OF A 1/4 INCH BRASS ROD SET
 RJ1129'BETWEEN THE LETTERS US CUT IN THE TOP
 RJ1129'OF A STONE MONUMENT 2 FEET LONG.
 RJ1129'
 RJ1129'REFERENCE MARK 1 (1949) IS ABOUT 60 FEET EAST OF WEST EDGE OF THE
 RJ1129'RIDGE, BEING A CROSS
 RJ1129'CUT IN THE TOP OF A 5 BY 6 FOOT GREY GRANITE BOULDER, 2 FEET HIGH.
 RJ1129'
 RJ1129'REFERENCE MARK 2 (1949) IS NEAR THE WEST EDGE OF THE RIDGE, BEING AT
 RJ1129'CROSS CUT ON THE
 RJ1129'VERTICAL FACE OF A 5 BY 6 FOOT GREY GRANITE BOULDER, 3 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0795 ***********************************************************************
 RJ0795  DESIGNATION -  BAY IBC 1943
 RJ0795  PID         -  RJ0795
 RJ0795  STATE/COUNTY-  ON/ALGOMA
 RJ0795  COUNTRY     -  CANADA
 RJ0795  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ0795
 RJ0795                         *CURRENT SURVEY CONTROL
 RJ0795  ______________________________________________________________________
 RJ0795* NAD 83(1986) POSITION- 46 32 49.84795(N) 084 12 13.24662(W)   ADJUSTED
 RJ0795* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0795  ______________________________________________________________________
 RJ0795  GEOID HEIGHT    -        -37.221 (meters)                     EGM08
 RJ0795  HORZ ORDER      -  THIRD
 RJ0795
 RJ0795.The positional and height information provided upon this datasheet are not
 RJ0795.officially recognized by the Government of Canada, provincial governments
 RJ0795.within Canada, nor are they intended to replace or substitute for them.
 RJ0795.The intent of sharing this data is to allow access to positions or heights
 RJ0795.recognized by the United States Government. Passive control that is used by
 RJ0795.both nations may share the same or similar designations or descriptions but
 RJ0795.do not share official positions or heights. The 'Station Description' may
 RJ0795.originate from a Canadian 'Station Report' and if so contains information
 RJ0795.licensed under the 'Open Government License - Canada'.
 RJ0795
 RJ0795.The horizontal coordinates were established by classical geodetic methods
 RJ0795.and adjusted by the National Geodetic Survey in July 1986.
 RJ0795
 RJ0795.The orthometric height was scaled from a topographic map.
 RJ0795
 RJ0795.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0795
 RJ0795.Click photographs - Photos may exist for this station.
 RJ0795
 RJ0795. The following values were computed from the NAD 83(1986) position.
 RJ0795
 RJ0795;                    North         East     Units Scale Factor Converg.
 RJ0795;UTM  16      - 5,158,644.975   714,376.778   MT  1.00016493   +2 01 50.6
 RJ0795
 RJ0795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0795!UTM  16      -   0.99997824  x   1.00016493  =   1.00014317
 RJ0795
 RJ0795:                Primary Azimuth Mark                     Grid Az
 RJ0795:UTM  16      -  FRENCH IBC 1943                          074 34 45.1
 RJ0795
 RJ0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1437658644(NAD 83)
 RJ0795
 RJ0795|---------------------------------------------------------------------|
 RJ0795| PID    Reference Object                     Distance      Geod. Az  |
 RJ0795|                                                           dddmmss.s |
 RJ0795| RJ0792 FRENCH IBC 1943                     APPROX. 1.1 KM 0763635.7 |
 RJ0795|---------------------------------------------------------------------|
 RJ0795
 RJ0795                          SUPERSEDED SURVEY CONTROL
 RJ0795
 RJ0795  NAD 27      -  46 32 49.75900(N)    084 12 13.12300(W) AD(       ) 3
 RJ0795
 RJ0795.Superseded values are not recommended for survey control.
 RJ0795
 RJ0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0795.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0795
 RJ0795_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0795_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ0795+WITH SETTING: PAVEMENT
 RJ0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0795+STABILITY: SURFACE MOTION
 RJ0795
 RJ0795  HISTORY     - Date     Condition        Report By
 RJ0795  HISTORY     - 1943     MONUMENTED       IBC
 RJ0795
 RJ0795                          STATION DESCRIPTION
 RJ0795
 RJ0795'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0795'ON THE NW SHORE OF LITTLE LAKE GEORGE ON LOW GRASSY SAND RIDGE WITH
 RJ0795'GROUND RISING GRADUALLY TO THE N.  IT IS ABOUT 50 FEET BACK FROM
 RJ0795'HIGH - WATER MARK AND 5 FEET ABOVE.  SHORE IS NOT WELL DEFINED.
 RJ0795'
 RJ0795'STATION MARK IS A STANDARD I B C BRONZE - DISK STATION MARK IN A
 RJ0795'CYLINDER OF CONCRETE, 7 INCHES IN DIAMETER AND 20 INCHES LONG, SET
 RJ0795'2 INCHES BELOW SURFACE OF GROUND.  SUBSURFACE MARK IS A ROUNDHEADED
 RJ0795'COPPER RIVET SET IN A CYLINDER OF CONCRETE, 7 INCHES IN DIAMETER
 RJ0795'AND 10 INCHES LONG, SET 26 INCHES UNDERGROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1037 ***********************************************************************
 RJ1037  DESIGNATION -  BAYFIELD DIKE LIGHT
 RJ1037  PID         -  RJ1037
 RJ1037  STATE/COUNTY-  ON/ALGOMA
 RJ1037  COUNTRY     -  CANADA
 RJ1037  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ1037
 RJ1037                         *CURRENT SURVEY CONTROL
 RJ1037  ______________________________________________________________________
 RJ1037* NAD 83(1986) POSITION- 46 29 53.79373(N) 084 18 56.35266(W)   ADJUSTED
 RJ1037* NAVD 88 ORTHO HEIGHT -   184.    (meters)      604.    (feet) VERTCON
 RJ1037  ______________________________________________________________________
 RJ1037  GEOID HEIGHT    -        -37.133 (meters)                     EGM08
 RJ1037  HORZ ORDER      -  THIRD
 RJ1037
 RJ1037.The positional and height information provided upon this datasheet are not
 RJ1037.officially recognized by the Government of Canada, provincial governments
 RJ1037.within Canada, nor are they intended to replace or substitute for them.
 RJ1037.The intent of sharing this data is to allow access to positions or heights
 RJ1037.recognized by the United States Government. Passive control that is used by
 RJ1037.both nations may share the same or similar designations or descriptions but
 RJ1037.do not share official positions or heights. The 'Station Description' may
 RJ1037.originate from a Canadian 'Station Report' and if so contains information
 RJ1037.licensed under the 'Open Government License - Canada'.
 RJ1037
 RJ1037.The horizontal coordinates were established by classical geodetic methods
 RJ1037.and adjusted by the National Geodetic Survey in July 1986.
 RJ1037
 RJ1037.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1037
 RJ1037.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1037
 RJ1037.Click photographs - Photos may exist for this station.
 RJ1037
 RJ1037. The following values were computed from the NAD 83(1986) position.
 RJ1037
 RJ1037;                    North         East     Units Scale Factor Converg.
 RJ1037;UTM  16      - 5,152,912.956   705,977.633   MT  1.00012154   +1 56 52.0
 RJ1037
 RJ1037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1037!UTM  16      -   0.99997698  x   1.00012154  =   1.00009851
 RJ1037
 RJ1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0597752912(NAD 83)
 RJ1037
 RJ1037                          SUPERSEDED SURVEY CONTROL
 RJ1037
 RJ1037  NAD 27      -  46 29 53.72090(N)    084 18 56.21281(W) AD(       ) 3
 RJ1037  NGVD 29 (07/19/86)  184.     (m)          604.     (f) VERT ANG       
 RJ1037
 RJ1037.Superseded values are not recommended for survey control.
 RJ1037
 RJ1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1037.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1037
 RJ1037_MARKER: 14 = NAVIGATION LIGHT
 RJ1037_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1037
 RJ1037  HISTORY     - Date     Condition        Report By
 RJ1037  HISTORY     - 1981     FIRST OBSERVED   NOS
 RJ1037
 RJ1037                          STATION DESCRIPTION
 RJ1037
 RJ1037'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ1037'THE STATION,BAYFIELD DIKE LIGHT, IS THE CENTER OF THE FLASHING
 RJ1037'RED LIGHT ATOP A SINGLE METAL MAST.
 RJ1037'
 RJ1037'THE STATION IS LOCATED ON A DIKE AT BAYFIELD ROCKS SHOAL EAST
 RJ1037'OF THE LOCKS AT SAULT STE MARIE, MICHIGAN.
 RJ1037'
 RJ1037'TO REACH THE STATION FROM THE AMERICAN LOCKS AT THE SOO, GO
 RJ1037'EAST BY BOAT FOR 1.6 KILOMETER(1.0 MILE) TO THE BAYFIELD DIKE
 RJ1037'AND THE AREA OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 PJ0182 ***********************************************************************
 PJ0182  DESIGNATION -  BAYFIELD IS SINGLE STA RNG LT
 PJ0182  PID         -  PJ0182
 PJ0182  STATE/COUNTY-  ON/FRONTENAC
 PJ0182  COUNTRY     -  CANADA
 PJ0182  NTS MAPSHEET-  WOLFE ISLAND (2020)
 PJ0182
 PJ0182                         *CURRENT SURVEY CONTROL
 PJ0182  ______________________________________________________________________
 PJ0182* NAD 83(1996) POSITION- 44 11 39.33426(N) 076 19 42.40740(W)   ADJUSTED
 PJ0182  ______________________________________________________________________
 PJ0182  GEOID HEIGHT    -        -34.807 (meters)                     EGM08
 PJ0182  HORZ ORDER      -  THIRD
 PJ0182
 PJ0182.The positional and height information provided upon this datasheet are not
 PJ0182.officially recognized by the Government of Canada, provincial governments
 PJ0182.within Canada, nor are they intended to replace or substitute for them.
 PJ0182.The intent of sharing this data is to allow access to positions or heights
 PJ0182.recognized by the United States Government. Passive control that is used by
 PJ0182.both nations may share the same or similar designations or descriptions but
 PJ0182.do not share official positions or heights. The 'Station Description' may
 PJ0182.originate from a Canadian 'Station Report' and if so contains information
 PJ0182.licensed under the 'Open Government License - Canada'.
 PJ0182
 PJ0182.The horizontal coordinates were established by classical geodetic methods
 PJ0182.and adjusted by the National Geodetic Survey in January 1999.
 PJ0182
 PJ0182.Significant digits in the geoid height do not necessarily reflect accuracy.
 PJ0182
 PJ0182.Click photographs - Photos may exist for this station.
 PJ0182
 PJ0182. The following values were computed from the NAD 83(1996) position.
 PJ0182
 PJ0182;                    North         East     Units Scale Factor Converg.
 PJ0182;UTM  18      - 4,894,307.170   393,840.822   MT  0.99973860   -0 55 34.1
 PJ0182
 PJ0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP9384094307(NAD 83)
 PJ0182
 PJ0182                          SUPERSEDED SURVEY CONTROL
 PJ0182
 PJ0182  NAD 83(1986)-  44 11 39.33605(N)    076 19 42.40247(W) AD(       ) 3
 PJ0182
 PJ0182.Superseded values are not recommended for survey control.
 PJ0182
 PJ0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0182.See file dsdata.pdf to determine how the superseded data were derived.
 PJ0182
 PJ0182_MARKER: 14 = NAVIGATION LIGHT
 PJ0182
 PJ0182  HISTORY     - Date     Condition        Report By
 PJ0182  HISTORY     - 1985     FIRST OBSERVED   NOS
 PJ0182
 PJ0182                          STATION DESCRIPTION
 PJ0182
 PJ0182'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (MWJ)
 PJ0182'THE STATION IS LOCATED NEAR THE NORTH END OF BAYFIELD
 PJ0182'ISLAND.
 PJ0182'
 PJ0182'THE STATION CAN ONLY BE REACHED BY BOAT.
 PJ0182'
 PJ0182'THE STATION INTERSECTED WAS THE HIGHEST VERTICAL POINT
 PJ0182'OF THE LIGHT ATOP THE SQUARE SKELTAL TOWER WHICH HAS
 PJ0182'AN ORANGE TRIANGULAR DAYMARK WITH BLACK VERTICAL STRIPES.
 PJ0182'
 PJ0182'DESCRIBED BY M JOHNSON.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 PJ0183 ***********************************************************************
 PJ0183  DESIGNATION -  BAYFIELD ISLAND
 PJ0183  PID         -  PJ0183
 PJ0183  STATE/COUNTY-  ON/FRONTENAC
 PJ0183  COUNTRY     -  CANADA
 PJ0183  NTS MAPSHEET-  WOLFE ISLAND (2020)
 PJ0183
 PJ0183                         *CURRENT SURVEY CONTROL
 PJ0183  ______________________________________________________________________
 PJ0183* NAD 83(1996) POSITION- 44 11 19.16372(N) 076 19 57.08695(W)   ADJUSTED
 PJ0183* NAVD 88 ORTHO HEIGHT -    77.    (meters)      253.    (feet) SCALED
 PJ0183  ______________________________________________________________________
 PJ0183  GEOID HEIGHT    -        -34.821 (meters)                     EGM08
 PJ0183  HORZ ORDER      -  THIRD
 PJ0183
 PJ0183.The positional and height information provided upon this datasheet are not
 PJ0183.officially recognized by the Government of Canada, provincial governments
 PJ0183.within Canada, nor are they intended to replace or substitute for them.
 PJ0183.The intent of sharing this data is to allow access to positions or heights
 PJ0183.recognized by the United States Government. Passive control that is used by
 PJ0183.both nations may share the same or similar designations or descriptions but
 PJ0183.do not share official positions or heights. The 'Station Description' may
 PJ0183.originate from a Canadian 'Station Report' and if so contains information
 PJ0183.licensed under the 'Open Government License - Canada'.
 PJ0183
 PJ0183.The horizontal coordinates were established by classical geodetic methods
 PJ0183.and adjusted by the National Geodetic Survey in January 1999.
 PJ0183
 PJ0183.The orthometric height was scaled from a topographic map.
 PJ0183
 PJ0183.Significant digits in the geoid height do not necessarily reflect accuracy.
 PJ0183
 PJ0183.Click photographs - Photos may exist for this station.
 PJ0183
 PJ0183. The following values were computed from the NAD 83(1996) position.
 PJ0183
 PJ0183;                    North         East     Units Scale Factor Converg.
 PJ0183;UTM  18      - 4,893,690.115   393,504.875   MT  0.99973948   -0 55 44.0
 PJ0183
 PJ0183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0183!UTM  18      -   0.99999335  x   0.99973948  =   0.99973284
 PJ0183
 PJ0183:                Primary Azimuth Mark                     Grid Az
 PJ0183:UTM  18      -  CAPE VINCENT WATER TANK                  179 03 56.2
 PJ0183
 PJ0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP9350493690(NAD 83)
 PJ0183
 PJ0183|---------------------------------------------------------------------|
 PJ0183| PID    Reference Object                     Distance      Geod. Az  |
 PJ0183|                                                           dddmmss.s |
 PJ0183| PJ0191 CARLETON TOWER                      APPROX. 2.0 KM 1155157.1 |
 PJ0183| PJ0188 CARLETON ISLAND LEADING LIGHT       APPROX. 2.7 KM 1412805.0 |
 PJ0183| PJ0186 CAPE VINCENT WATER TANK             APPROX. 7.5 KM 1780812.2 |
 PJ0183| PJ0194 CKWS TV MAST                        APPROX. 7.8 KM 2512022.8 |
 PJ0183|---------------------------------------------------------------------|
 PJ0183
 PJ0183                          SUPERSEDED SURVEY CONTROL
 PJ0183
 PJ0183  NAD 83(1986)-  44 11 19.16563(N)    076 19 57.08209(W) AD(       ) 3
 PJ0183
 PJ0183.Superseded values are not recommended for survey control.
 PJ0183
 PJ0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0183.See file dsdata.pdf to determine how the superseded data were derived.
 PJ0183
 PJ0183_MARKER: I = METAL ROD
 PJ0183_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 PJ0183_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 PJ0183_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 PJ0183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PJ0183
 PJ0183  HISTORY     - Date     Condition        Report By
 PJ0183  HISTORY     - 1985     MONUMENTED       NOS
 PJ0183
 PJ0183                          STATION DESCRIPTION
 PJ0183
 PJ0183'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (MWJ)
 PJ0183'THE STATION IS LOCATED ON THE SOUTH END OF BAYFIELD ISLAND
 PJ0183'IN ONTARIO, CANADA.
 PJ0183'
 PJ0183'TO REACH THE STATION FROM CAPE VINCENT, NEW YORK GO BY BOAT
 PJ0183'DUE NORTH FOR APPROXIMATELY FOUR MILES TO THE SOUTH END OF
 PJ0183'BAYFIELD ISLAND AND THE AREA OF THE STATION.  PERMISSION MAY BE
 PJ0183'REQUIRED BY THE CANADIAN AUTHORITIES TO SURVEY IN THIS AREA.
 PJ0183'
 PJ0183'THE STATION IS AN ALUMINUM ROD EMBEDDED IN CONCRETE FLUSH WITH
 PJ0183'THE GROUND.  THE STATION IS A CHISLED X IN THE CENTER OF THE ROD.
 PJ0183'IT IS LOCATED 98.8 FEET SSE FROM A 24 INCH DIAMETER LONE TREE AND
 PJ0183'16.8 FEET NORTH FROM THE SOUTH BLUFF.
 PJ0183'
 PJ0183'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 PJ0183'
 PJ0183'DESCRIBED BY M JOHNSON.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DL5256 ***********************************************************************
 DL5256  DESIGNATION -  BB
 DL5256  PID         -  DL5256
 DL5256  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 DL5256  COUNTRY     -  CANADA
 DL5256  NTS MAPSHEET-  CORNWALL (2020)
 DL5256
 DL5256                         *CURRENT SURVEY CONTROL
 DL5256  ______________________________________________________________________
 DL5256* NAD 83(1986) POSITION- 45 00 29.19   (N) 074 47 32.16   (W)   HD_HELD1
 DL5256* NAVD 88 ORTHO HEIGHT -    77.926 (meters)      255.66  (feet) ADJUSTED
 DL5256  ______________________________________________________________________
 DL5256  GEOID HEIGHT    -        -31.516 (meters)                     EGM08
 DL5256  DYNAMIC HEIGHT  -         77.924 (meters)      255.66  (feet) COMP
 DL5256  MODELED GRAVITY -    980,598.7   (mgal)                       NAVD 88
 DL5256
 DL5256  VERT ORDER      -  FIRST     CLASS II
 DL5256
 DL5256.The positional and height information provided upon this datasheet are not
 DL5256.officially recognized by the Government of Canada, provincial governments
 DL5256.within Canada, nor are they intended to replace or substitute for them.
 DL5256.The intent of sharing this data is to allow access to positions or heights
 DL5256.recognized by the United States Government. Passive control that is used by
 DL5256.both nations may share the same or similar designations or descriptions but
 DL5256.do not share official positions or heights. The 'Station Description' may
 DL5256.originate from a Canadian 'Station Report' and if so contains information
 DL5256.licensed under the 'Open Government License - Canada'.
 DL5256
 DL5256.The horizontal coordinates were determined by differentially corrected
 DL5256.hand held GPS observations or other comparable positioning techniques
 DL5256.and have an estimated accuracy of +/- 3 meters.
 DL5256
 DL5256.The orthometric height was determined by differential leveling and
 DL5256.adjusted by the NATIONAL GEODETIC SURVEY
 DL5256.in March 2024.
 DL5256
 DL5256.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5256
 DL5256.Click photographs - Photos may exist for this station.
 DL5256
 DL5256.The dynamic height is computed by dividing the NAVD 88
 DL5256.geopotential number by the normal gravity value computed on the
 DL5256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5256.degrees latitude (g = 980.6199 gals.).
 DL5256
 DL5256.The modeled gravity was interpolated from observed gravity values.
 DL5256
 DL5256
 DL5256_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1637083872(NAD 83)
 DL5256
 DL5256                          SUPERSEDED SURVEY CONTROL
 DL5256
 DL5256  NAVD 88 (10/14/09)   77.909  (m)          255.61   (f) SUPERSEDED  1 2
 DL5256
 DL5256.Superseded values are not recommended for survey control.
 DL5256
 DL5256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5256.See file dsdata.pdf to determine how the superseded data were derived.
 DL5256
 DL5256_MARKER: Z = SEE DESCRIPTION
 DL5256_SP_SET: DEFORMATION MONUMENT
 DL5256_MARK LOGO: NONE
 DL5256_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL5256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5256+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2022
 DL5256
 DL5256  HISTORY     - Date     Condition        Report By
 DL5256  HISTORY     - 1985     MONUMENTED       ONTAPW
 DL5256  HISTORY     - 20220912 GOOD             NGS
 DL5256
 DL5256                          STATION DESCRIPTION
 DL5256
 DL5256'DESCRIBED BY ONTARIO POWER GENERATION 1985
 DL5256'THE STATION IS LOCATED ABOUT 11.5 KM (7.1 MI) NORTHEAST OF MASSENA,
 DL5256'5.35 KM (3.3 MI) WEST-SOUTHWEST OF CORNWALL, CANADA AND ON THE
 DL5256'CANADIAN PORTION OF THE MOSES-SAUNDERS DAM.
 DL5256'
 DL5256'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 37 AND 131,
 DL5256'GO NORTHERLY ON HIGHWAY 131 (BARNHART ISLE ROAD) FOR 3.6 KM (2.2 MI)
 DL5256'TO THE TUNNEL AT THE EISENHOWER LOCK.  PASS THROUGH THE TUNNEL AND
 DL5256'CONTINUE NORTHERLY FOR 1.45 KM (0.9 MI) TO A CROSSROAD.  CONTINUE
 DL5256'AHEAD FOR 1.1 KM (0.7 MI) TO A SIDE ROAD RIGHT (BEACH MARINA ROAD).
 DL5256'CONTINUE AHEAD FOR 2.85 KM (1.8 MI) TO THE PASNY SECURITY BUILDING ON
 DL5256'THE RIGHT.  CONTINUE AHEAD FOR 1.15 KM (0.7 MI) TO THE DAM GO
 DL5256'NORTHWEST ON THE DAM FOR 0.75 KM (0.5 MI) TO PAST THE CENTER OF THE
 DL5256'DAM, THE INTERNATIONAL BOUNDARY AND TO THE STATION.
 DL5256
 DL5256                          STATION RECOVERY (2022)
 DL5256
 DL5256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (JAO)
 DL5256'MARK IS LOCATED 4.9 KM (3.0 MI) WEST-SOUTHWEST OF THE CORNWALL,
 DL5256'ONTARIO, CANADA CITY HALL AND WITHIN THE GROUNDS FOR THE ROBERT H.
 DL5256'SAUNDERS POWER DAM, ST. LAWRENCE GENERATING STATION, OPERATED BY
 DL5256'ONTARIO POWER GENERATION (OPG).
 DL5256'
 DL5256'CONTACT THE ENGINEERING DEPARTMENT AT 613-932-3072 TO OBTAIN
 DL5256'PERMISSION TO ACCESS THE MARK.
 DL5256'
 DL5256'THE HIGHEST POINT OF A 5/8-INCH (16 MM) - 11 THREADED STAINLESS STEEL
 DL5256'BOLT IN THE TOP CENTER OF A 23 CM (9 INCHES) ROUND HORIZONTAL CONTROL
 DL5256'2 CM (1 INCH) THICK STAINLESS STEEL BASE PLATE, SET 2 CM (1 INCH)
 DL5256'BELOW THE CONCRETE SURFACE OF THE DECK, NEAR THE DOWNSTREAM EDGE OF
 DL5256'THE OPG HEADWORKS.  THE STAINLESS STEEL PLATE IS CONNECTED TO TWO 15
 DL5256'CM (6 INCHES) LONG 6.35 MM (1/4 INCH) THREADED STAINLESS STEEL RODS
 DL5256'GROUTED INTO THE CONCRETE DECKING.
 DL5256'
 DL5256'NEAR THE SOUTHEAST EDGE OF THE CONCRETE DECK OF THE OPG HEADWORKS AND
 DL5256'INBETWEEN HEADGATES 5C AND 6A.
 DL5256'
 DL5256'NOTE - THE MONUMENT HAS A RED PAINTED IDENTIFIER LETTERING "BB" ON THE
 DL5256'SOUTHEAST CONCRETE WALL JUST ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TA0139 ***********************************************************************
 TA0139  DESIGNATION -  BEAVER
 TA0139  PID         -  TA0139
 TA0139  STATE/COUNTY-  ON/RAINY RIVER
 TA0139  COUNTRY     -  CANADA
 TA0139  NTS MAPSHEET-  BASSWOOD LAKE (2020)
 TA0139
 TA0139                         *CURRENT SURVEY CONTROL
 TA0139  ______________________________________________________________________
 TA0139* NAD 83(1996) POSITION- 48 08 58.36573(N) 091 34 05.42875(W)   ADJUSTED
 TA0139* NAVD 88 ORTHO HEIGHT -   457.    (meters)     1499.    (feet) SCALED
 TA0139  ______________________________________________________________________
 TA0139  GEOID HEIGHT    -        -31.714 (meters)                     EGM08
 TA0139  HORZ ORDER      -  FIRST
 TA0139
 TA0139.The positional and height information provided upon this datasheet are not
 TA0139.officially recognized by the Government of Canada, provincial governments
 TA0139.within Canada, nor are they intended to replace or substitute for them.
 TA0139.The intent of sharing this data is to allow access to positions or heights
 TA0139.recognized by the United States Government. Passive control that is used by
 TA0139.both nations may share the same or similar designations or descriptions but
 TA0139.do not share official positions or heights. The 'Station Description' may
 TA0139.originate from a Canadian 'Station Report' and if so contains information
 TA0139.licensed under the 'Open Government License - Canada'.
 TA0139
 TA0139.The horizontal coordinates were established by classical geodetic methods
 TA0139.and adjusted by the National Geodetic Survey in March 1999.
 TA0139
 TA0139.The orthometric height was scaled from a topographic map.
 TA0139
 TA0139.Significant digits in the geoid height do not necessarily reflect accuracy.
 TA0139
 TA0139.Click photographs - Photos may exist for this station.
 TA0139
 TA0139. The following values were computed from the NAD 83(1996) position.
 TA0139
 TA0139;                    North         East     Units Scale Factor Converg.
 TA0139;UTM  15      - 5,333,913.176   606,497.483   MT  0.99973936   +1 03 59.9
 TA0139
 TA0139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TA0139!UTM  15      -   0.99993331  x   0.99973936  =   0.99967269
 TA0139
 TA0139:                Primary Azimuth Mark                     Grid Az
 TA0139:UTM  15      -  CANADA                                   150 50 42.4
 TA0139
 TA0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UXP0649733913(NAD 83)
 TA0139
 TA0139|---------------------------------------------------------------------|
 TA0139| PID    Reference Object                     Distance      Geod. Az  |
 TA0139|                                                           dddmmss.s |
 TA0139| CJ2230 BEAVER RM 1                           8.170 METERS 06821     |
 TA0139| TA0144 CANADA                              APPROX. 6.6 KM 1515442.3 |
 TA0139| CJ2231 BEAVER RM 2                           8.690 METERS 15843     |
 TA0139|---------------------------------------------------------------------|
 TA0139
 TA0139                          SUPERSEDED SURVEY CONTROL
 TA0139
 TA0139  NAD 83(1986)-  48 08 58.37266(N)    091 34 05.43694(W) AD(       ) 1
 TA0139  NAD 27      -  48 08 58.75600(N)    091 34 05.01300(W) AD(       ) 1
 TA0139
 TA0139.Superseded values are not recommended for survey control.
 TA0139
 TA0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TA0139.See file dsdata.pdf to determine how the superseded data were derived.
 TA0139
 TA0139_MARKER: DD = SURVEY DISK
 TA0139_SETTING: 66 = SET IN ROCK OUTCROP
 TA0139_MARK LOGO: GSC
 TA0139_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TA0139+STABILITY: POSITION/ELEVATION WELL
 TA0139
 TA0139  HISTORY     - Date     Condition        Report By
 TA0139  HISTORY     - 1924     MONUMENTED       GSC
 TA0139
 TA0139                          STATION DESCRIPTION
 TA0139
 TA0139'DESCRIBED BY GEODETIC SURVEY OF CANADA 1924 (WM)
 TA0139'ABOUT 1 MILE NORTH OF HEAD OF NORTH BAY OF BASSWOOD LAKE, ONE-HALF
 TA0139'MILE NORTHWEST OF AN INLAND LAKE, AND ON SUMMIT OF ROCKY BURNED-OVER
 TA0139'RIDGE.
 TA0139'
 TA0139'TO REACH FROM NORTH BAY, MAKE ONE-HALF MILE PORTAGE TO INLAND LAKE AND
 TA0139'POINT WHERE CUT-AND-BLAZED TRAIL LEADS FROM BAY IN NORTH SHORE OF LAKE
 TA0139'JUST WEST OF NARROWS AT WEST END OF MAIN BODY OF WATER, AND FOLLOW
 TA0139'TRAIL TO STATION SITE.
 TA0139'
 TA0139'TO REACH STATION SITE WITH OUTFIT, GO ALONG NORTHWEST SHORE FROM ARM
 TA0139'OF BASSWOOD LAKE EAST OF NORTH BAY TO NARROWS OPENING INTO LAKE, CROSS
 TA0139'LAKE TO PORTAGE AT MOUTH OF SMALL CREEK, MAKE SHORT PORTAGE TO BEAVER
 TA0139'DAM, CONTINUE UP SLOUGH TO ANOTHER SHORT PORTAGE LEADING INTO
 TA0139'ABOVE-MENTIONED INLAND LAKE, FOLLOW LEFT SHORE OF LAKE THROUGH FIRST
 TA0139'NARROWS TO NORTH SHORE OF BAY, AND FOLLOW TRAIL TO STATION SITE.
 TA0139'MARKED BY GEODETIC SURVEY OF CANADA BRONZE DISK IN SOLID ROCK.
 TA0139'REFERENCE MARKS ARE ARROWS CUT IN SOLID ROCK.
 TA0139'
 TA0139'REFERENCE MARK NO. 1 IS 8.17 METERS (26.8 FEET) FROM STATION N 68 DEG
 TA0139'21 MIN E.
 TA0139'
 TA0139'REFERENCE MARK NO. 2 IS 8.69 METERS (28.5 FEET) FROM STATION S 21 DEG
 TA0139'17 MIN E.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0896 ***********************************************************************
 RJ0896  DESIGNATION -  BEK IBC 1944
 RJ0896  PID         -  RJ0896
 RJ0896  STATE/COUNTY-  ON/ALGOMA
 RJ0896  COUNTRY     -  CANADA
 RJ0896  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ0896
 RJ0896                         *CURRENT SURVEY CONTROL
 RJ0896  ______________________________________________________________________
 RJ0896* NAD 83(1986) POSITION- 46 19 58.64449(N) 084 06 34.53999(W)   ADJUSTED
 RJ0896* NAVD 88 ORTHO HEIGHT -   182.    (meters)      597.    (feet) SCALED
 RJ0896  ______________________________________________________________________
 RJ0896  GEOID HEIGHT    -        -37.101 (meters)                     EGM08
 RJ0896  HORZ ORDER      -  THIRD
 RJ0896
 RJ0896.The positional and height information provided upon this datasheet are not
 RJ0896.officially recognized by the Government of Canada, provincial governments
 RJ0896.within Canada, nor are they intended to replace or substitute for them.
 RJ0896.The intent of sharing this data is to allow access to positions or heights
 RJ0896.recognized by the United States Government. Passive control that is used by
 RJ0896.both nations may share the same or similar designations or descriptions but
 RJ0896.do not share official positions or heights. The 'Station Description' may
 RJ0896.originate from a Canadian 'Station Report' and if so contains information
 RJ0896.licensed under the 'Open Government License - Canada'.
 RJ0896
 RJ0896.The horizontal coordinates were established by classical geodetic methods
 RJ0896.and adjusted by the National Geodetic Survey in July 1986.
 RJ0896
 RJ0896.The orthometric height was scaled from a topographic map.
 RJ0896
 RJ0896.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0896
 RJ0896.Click photographs - Photos may exist for this station.
 RJ0896
 RJ0896. The following values were computed from the NAD 83(1986) position.
 RJ0896
 RJ0896;                    North         East     Units Scale Factor Converg.
 RJ0896;UTM  16      - 5,135,103.019   722,460.257   MT  1.00020837   +2 05 30.0
 RJ0896
 RJ0896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0896!UTM  16      -   0.99997728  x   1.00020837  =   1.00018565
 RJ0896
 RJ0896:                Primary Azimuth Mark                     Grid Az
 RJ0896:UTM  16      -  BISH IBC 1944                            091 43 42.6
 RJ0896
 RJ0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2246035103(NAD 83)
 RJ0896
 RJ0896|---------------------------------------------------------------------|
 RJ0896| PID    Reference Object                     Distance      Geod. Az  |
 RJ0896|                                                           dddmmss.s |
 RJ0896| RJ0890 BISH IBC 1944                       APPROX. 0.5 KM 0934912.6 |
 RJ0896|---------------------------------------------------------------------|
 RJ0896
 RJ0896                          SUPERSEDED SURVEY CONTROL
 RJ0896
 RJ0896  NAD 27      -  46 19 58.58000(N)    084 06 34.43700(W) AD(       ) 3
 RJ0896
 RJ0896.Superseded values are not recommended for survey control.
 RJ0896
 RJ0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0896.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0896
 RJ0896_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0896_SETTING: 66 = SET IN ROCK OUTCROP
 RJ0896_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RJ0896+STABILITY: POSITION/ELEVATION WELL
 RJ0896
 RJ0896  HISTORY     - Date     Condition        Report By
 RJ0896  HISTORY     - 1944     MONUMENTED       IBC
 RJ0896  HISTORY     - 1958     GOOD             IBC
 RJ0896
 RJ0896                          STATION DESCRIPTION
 RJ0896
 RJ0896'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RJ0896'ON BEKWABEKUNG ISLAND, SW OF EAST NEEBISH ISLAND, AND ACROSS
 RJ0896'S - CENTRAL EAST NEEBISH CHANNEL FROM S SUGAR ISLAND, AND ABOUT A MILE
 RJ0896'N OF ST JOSEPH ISLAND.  THE TOP OF THE ISLAND IS BARE LEDGE ROCK
 RJ0896'AND THE STATION IS ON THE S ROCKY KNOB OF THIS LEDGE ROCK.  IT IS
 RJ0896'2 FEET BELOW AND 12 FEET W OF THE HIGHEST POINT, ON A FLAT SHOULDER
 RJ0896'OF THE KNOB.
 RJ0896'
 RJ0896'STATION MARK IS A STANDARD I B C BRONZE DISK SET IN A DRILL HOLE IN
 RJ0896'THE ROCK LEDGE.
 RJ0896
 RJ0896                          STATION RECOVERY (1958)
 RJ0896
 RJ0896'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0896'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TB1057 ***********************************************************************
 TB1057  DESIGNATION -  BELL
 TB1057  PID         -  TB1057
 TB1057  STATE/COUNTY-  ON/RAINY RIVER
 TB1057  COUNTRY     -  CANADA
 TB1057  NTS MAPSHEET-  NAMAKAN LAKE (2020)
 TB1057
 TB1057                         *CURRENT SURVEY CONTROL
 TB1057  ______________________________________________________________________
 TB1057* NAD 83(1996) POSITION- 48 29 58.02318(N) 092 37 45.27226(W)   ADJUSTED
 TB1057* NAVD 88 ORTHO HEIGHT -   338.    (meters)     1109.    (feet) SCALED
 TB1057  ______________________________________________________________________
 TB1057  GEOID HEIGHT    -        -31.768 (meters)                     EGM08
 TB1057  HORZ ORDER      -  SECOND
 TB1057
 TB1057.The positional and height information provided upon this datasheet are not
 TB1057.officially recognized by the Government of Canada, provincial governments
 TB1057.within Canada, nor are they intended to replace or substitute for them.
 TB1057.The intent of sharing this data is to allow access to positions or heights
 TB1057.recognized by the United States Government. Passive control that is used by
 TB1057.both nations may share the same or similar designations or descriptions but
 TB1057.do not share official positions or heights. The 'Station Description' may
 TB1057.originate from a Canadian 'Station Report' and if so contains information
 TB1057.licensed under the 'Open Government License - Canada'.
 TB1057
 TB1057.The horizontal coordinates were established by classical geodetic methods
 TB1057.and adjusted by the National Geodetic Survey in March 1999.
 TB1057
 TB1057.The orthometric height was scaled from a topographic map.
 TB1057
 TB1057.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB1057
 TB1057.Click photographs - Photos may exist for this station.
 TB1057
 TB1057. The following values were computed from the NAD 83(1996) position.
 TB1057
 TB1057;                    North         East     Units Scale Factor Converg.
 TB1057;UTM  15      - 5,371,880.908   527,388.830   MT  0.99960922   +0 16 39.6
 TB1057
 TB1057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TB1057!UTM  15      -   0.99995196  x   0.99960922  =   0.99956120
 TB1057
 TB1057:                Primary Azimuth Mark                     Grid Az
 TB1057:UTM  15      -  DOG                                      010 58 14.9
 TB1057
 TB1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UWP2738871880(NAD 83)
 TB1057
 TB1057|---------------------------------------------------------------------|
 TB1057| PID    Reference Object                     Distance      Geod. Az  |
 TB1057|                                                           dddmmss.s |
 TB1057| TB1113 DOG                                 APPROX. 1.2 KM 0111454.5 |
 TB1057| CJ2234 BELL RM                                            15457     |
 TB1057|---------------------------------------------------------------------|
 TB1057
 TB1057                          SUPERSEDED SURVEY CONTROL
 TB1057
 TB1057  NAD 83(1986)-  48 29 58.02540(N)    092 37 45.30801(W) AD(       ) 2
 TB1057  NAD 27      -  48 29 58.41163(N)    092 37 44.78587(W) AD(       ) 2
 TB1057  USSD        -  48 29 58.78300(N)    092 37 44.52300(W) AD(       ) 3
 TB1057
 TB1057.Superseded values are not recommended for survey control.
 TB1057
 TB1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB1057.See file dsdata.pdf to determine how the superseded data were derived.
 TB1057
 TB1057_MARKER: DS = TRIANGULATION STATION DISK
 TB1057_SETTING: 66 = SET IN ROCK OUTCROP
 TB1057
 TB1057  HISTORY     - Date     Condition        Report By
 TB1057  HISTORY     - 1923     MONUMENTED       CGS
 TB1057
 TB1057                          STATION DESCRIPTION
 TB1057
 TB1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (CMD)
 TB1057'AT UPPER END OF RAINY LAKE, 36 MILES EAST OF RANIER, MINN., ABOUT
 TB1057'700 METERS (2,297 FEET) EAST OF KETTLE FALLS, MINN., AND ON
 TB1057'EASTERN POINT OF FIRST ISLAND EAST OF KETTLE FALLS BETWEEN
 TB1057'CANADIAN CHANNEL AND KETTLE RIVER.  MARKED BY STANDARD
 TB1057'STATION DISK IN ROCK.  REFERENCE MARK IS STANDARD
 TB1057'REFERENCE DISK IN ROCK, S 25 DEG 03 MIN E
 TB1057'FROM STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0798 ***********************************************************************
 RJ0798  DESIGNATION -  BELL IBC 1943
 RJ0798  PID         -  RJ0798
 RJ0798  STATE/COUNTY-  ON/ALGOMA
 RJ0798  COUNTRY     -  CANADA
 RJ0798  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ0798
 RJ0798                         *CURRENT SURVEY CONTROL
 RJ0798  ______________________________________________________________________
 RJ0798* NAD 83(1986) POSITION- 46 32 16.40945(N) 084 12 50.84755(W)   ADJUSTED
 RJ0798* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0798  ______________________________________________________________________
 RJ0798  GEOID HEIGHT    -        -37.221 (meters)                     EGM08
 RJ0798  HORZ ORDER      -  THIRD
 RJ0798
 RJ0798.The positional and height information provided upon this datasheet are not
 RJ0798.officially recognized by the Government of Canada, provincial governments
 RJ0798.within Canada, nor are they intended to replace or substitute for them.
 RJ0798.The intent of sharing this data is to allow access to positions or heights
 RJ0798.recognized by the United States Government. Passive control that is used by
 RJ0798.both nations may share the same or similar designations or descriptions but
 RJ0798.do not share official positions or heights. The 'Station Description' may
 RJ0798.originate from a Canadian 'Station Report' and if so contains information
 RJ0798.licensed under the 'Open Government License - Canada'.
 RJ0798
 RJ0798.The horizontal coordinates were established by classical geodetic methods
 RJ0798.and adjusted by the National Geodetic Survey in July 1986.
 RJ0798
 RJ0798.The orthometric height was scaled from a topographic map.
 RJ0798
 RJ0798.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0798
 RJ0798.Click photographs - Photos may exist for this station.
 RJ0798
 RJ0798. The following values were computed from the NAD 83(1986) position.
 RJ0798
 RJ0798;                    North         East     Units Scale Factor Converg.
 RJ0798;UTM  16      - 5,157,584.591   713,612.535   MT  1.00016091   +2 01 22.2
 RJ0798
 RJ0798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0798!UTM  16      -   0.99997824  x   1.00016091  =   1.00013915
 RJ0798
 RJ0798:                Primary Azimuth Mark                     Grid Az
 RJ0798:UTM  16      -  ROOT                                     050 56 56.6
 RJ0798
 RJ0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1361257584(NAD 83)
 RJ0798
 RJ0798|---------------------------------------------------------------------|
 RJ0798| PID    Reference Object                     Distance      Geod. Az  |
 RJ0798|                                                           dddmmss.s |
 RJ0798| RJ0796 ROOT                                APPROX. 0.5 KM 0525818.8 |
 RJ0798| RJ0797 HUGHES                              436.763 METERS 1325044.2 |
 RJ0798|---------------------------------------------------------------------|
 RJ0798
 RJ0798                          SUPERSEDED SURVEY CONTROL
 RJ0798
 RJ0798  NAD 27      -  46 32 16.32200(N)    084 12 50.72200(W) AD(       ) 3
 RJ0798
 RJ0798.Superseded values are not recommended for survey control.
 RJ0798
 RJ0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0798.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0798
 RJ0798_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0798_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ0798+WITH SETTING: PAVEMENT
 RJ0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0798+STABILITY: SURFACE MOTION
 RJ0798
 RJ0798  HISTORY     - Date     Condition        Report By
 RJ0798  HISTORY     - 1943     MONUMENTED       IBC
 RJ0798  HISTORY     - 1958     MARK NOT FOUND   IBC
 RJ0798
 RJ0798                          STATION DESCRIPTION
 RJ0798
 RJ0798'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0798'ON BELLS POINT, ABOUT 200 FEET SSE OF MR BELLS STUCCO HOUSE, AT
 RJ0798'EDGE OF HIS GARDEN.  IT IS 25 FEET BACK FROM HIGH - WATER MARK, 8
 RJ0798'FEET ABOVE, AND 2 FEET BACK FROM EDGE OF BANK.  REPORTED---NOT
 RJ0798'RECOVERED, BUT PROBABLY OK IN 1958.
 RJ0798'
 RJ0798'STATION MARK IS A STANDARD I B C BRONZE - DISK STATION MARK IN A
 RJ0798'CYLINDER OF CONCRETE 7 INCHES IN DIAMETER AND 20 INCHES LONG SET
 RJ0798'FLUSH WITH SURFACE OF GROUND.  SUBSURFACE MARK IS A ROUNDHEADED
 RJ0798'COPPER RIVET SET IN A CYLINDER OF CONCRETE 7 INCHES IN DIAMETER AND
 RJ0798'10 INCHES LONG SET 2 FEET UNDERGROUND.
 RJ0798
 RJ0798                          STATION RECOVERY (1958)
 RJ0798
 RJ0798'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0798'SEARCHED FOR, BUT NOT RECOVERED.  PROBABLY O K.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 AD9914 ***********************************************************************
 AD9914  DESIGNATION -  BELLEVILLE CBL PIER 3
 AD9914  PID         -  AD9914
 AD9914  STATE/COUNTY-  ON/HASTINGS
 AD9914  COUNTRY     -  CANADA
 AD9914  NTS MAPSHEET-  BELLEVILLE (2020)
 AD9914
 AD9914                         *CURRENT SURVEY CONTROL
 AD9914  ______________________________________________________________________
 AD9914* NAD 83(2011) POSITION- 44 13 39.01678(N) 077 11 17.70442(W)   ADJUSTED
 AD9914* NAD 83(2011) ELLIP HT-    65.766 (meters)        (06/27/12)   ADJUSTED
 AD9914* NAD 83(2011) EPOCH   -  2010.00
 AD9914* NAVD 88 ORTHO HEIGHT -   100.8   (meters)      331.    (feet) GPS OBS
 AD9914  ______________________________________________________________________
 AD9914  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AD9914  GEOID HEIGHT    -        -34.931 (meters)                     GEOID99
 AD9914  GEOID HEIGHT    -        -35.545 (meters)                     EGM08
 AD9914  NAD 83(2011) X  -  1,015,148.251 (meters)                     COMP
 AD9914  NAD 83(2011) Y  - -4,463,954.604 (meters)                     COMP
 AD9914  NAD 83(2011) Z  -  4,426,286.806 (meters)                     COMP
 AD9914
 AD9914  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD9914  Standards:
 AD9914         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD9914            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD9914  -------------------------------------------------------------------
 AD9914  NETWORK    0.28   0.71           0.12   0.11   0.36     -0.03401676
 AD9914  -------------------------------------------------------------------
 AD9914  Click here for local accuracies and other accuracy information.
 AD9914
 AD9914.The positional and height information provided upon this datasheet are not
 AD9914.officially recognized by the Government of Canada, provincial governments
 AD9914.within Canada, nor are they intended to replace or substitute for them.
 AD9914.The intent of sharing this data is to allow access to positions or heights
 AD9914.recognized by the United States Government. Passive control that is used by
 AD9914.both nations may share the same or similar designations or descriptions but
 AD9914.do not share official positions or heights. The 'Station Description' may
 AD9914.originate from a Canadian 'Station Report' and if so contains information
 AD9914.licensed under the 'Open Government License - Canada'.
 AD9914
 AD9914.The horizontal coordinates were established by GPS observations
 AD9914.and adjusted by the National Geodetic Survey in June 2012.
 AD9914
 AD9914.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD9914.been affixed to the stable North American tectonic plate. See 
 AD9914.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD9914
 AD9914.The horizontal coordinates are valid at the epoch date displayed above
 AD9914.which is a decimal equivalence of Year/Month/Day.
 AD9914
 AD9914.The orthometric height was determined by GPS observations and a
 AD9914.high-resolution geoid model.
 AD9914
 AD9914.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9914
 AD9914.Click photographs - Photos may exist for this station.
 AD9914
 AD9914.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9914
 AD9914.The ellipsoidal height was determined by GPS observations
 AD9914.and is referenced to NAD 83.
 AD9914
 AD9914. The following values were computed from the NAD 83(2011) position.
 AD9914
 AD9914;                    North         East     Units Scale Factor Converg.
 AD9914;UTM  18      - 4,899,470.256   325,229.467   MT  0.99997567   -1 31 36.2
 AD9914
 AD9914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9914!UTM  18      -   0.99998969  x   0.99997567  =   0.99996536
 AD9914
 AD9914_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP2522999470(NAD 83)
 AD9914
 AD9914                          SUPERSEDED SURVEY CONTROL
 AD9914
 AD9914  NAD 83(2007)-  44 13 39.01701(N)    077 11 17.70526(W) AD(2002.00) 0
 AD9914  ELLIP H (02/10/07)   65.782  (m)                       GP(2002.00)    
 AD9914  ELLIP H (09/18/02)   65.831  (m)                       GP(       ) 4 2
 AD9914  NAD 83(1996)-  44 13 39.01755(N)    077 11 17.70601(W) AD(       ) A
 AD9914  ELLIP H (07/24/97)   65.821  (m)                       GP(       ) 2 1
 AD9914  NAVD 88 (07/24/97)  100.7    (m)  G96SSS   model used  GPS OBS        
 AD9914
 AD9914.Superseded values are not recommended for survey control.
 AD9914
 AD9914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9914.See file dsdata.pdf to determine how the superseded data were derived.
 AD9914
 AD9914_MARKER: DA = ASTRO MARKER (USUALLY A DISK)
 AD9914_SETTING: 0 = UNSPECIFIED SETTING
 AD9914_MARK LOGO: GSC
 AD9914_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9914_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD9914+STABILITY: POSITION/ELEVATION WELL
 AD9914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9914+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2001
 AD9914
 AD9914  HISTORY     - Date     Condition        Report By
 AD9914  HISTORY     - 1983     MONUMENTED       GSC
 AD9914  HISTORY     - 19960514 GOOD             NYDT
 AD9914  HISTORY     - 20010808 GOOD             GSC
 AD9914
 AD9914                          STATION DESCRIPTION
 AD9914
 AD9914'DESCRIBED BY NY DEPT OF TRANSP 1996
 AD9914'RECOVERED AS DESCRIBED BY THE CANADIAN GEODETIC SURVEY.  THE THIRD
 AD9914'(CENTER) OF FIVE PIERS OF THE BELLEVILLE EDME CALIBRATION BASELINE. A
 AD9914'5/8 THREADED FIXUTRE FORMED INTO THE TOP OF A 1.5 M (4.9 FT) HIGH BY
 AD9914'30 CM DIAMETER CONCRETE PIER.  GEOMATICS CANADA UNIQUE ID 823033.
 AD9914
 AD9914                          STATION RECOVERY (2001)
 AD9914
 AD9914'RECOVERY NOTE BY GEODETIC SURVEY OF CANADA 2001
 AD9914'RECOVERED PER CANADIAN DESCRIPTION WHICH FOLLOWS. BELLEVILLE
 AD9914'CALIBRATION BASELINE
 AD9914'CONCRETE PILLAR NO. 3 (CBN PILLAR) WITH STEEL TOP PLATE ON NW SIDE OF
 AD9914'HWY 401, ON SOUTH
 AD9914'SIDE OF SMALL DIRT HILL, 4.5 KM EAST OF SHANNONVILLE ROAD OVERPASS,
 AD9914'0.6 KM WEST OF WEST
 AD9914'END OF BRIDGE OVER SALMON RIVER, 19.0 M (EVIDENTLY NW) FROM CENTRE
 AD9914'LINE OF HWY
 AD9914'WESTBOUND LANE, AT HIGHWAY LEVEL. ELEVATION TAKEN ON TOP AT CENTRE OF
 AD9914'MAIN CIRCULAR
 AD9914'PLATE ANCHORED ON TOP OF PILLAR.
 AD9914'
 AD9914'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0801 ***********************************************************************
 RJ0801  DESIGNATION -  BELLS PT EAST BASE 1943
 RJ0801  PID         -  RJ0801
 RJ0801  STATE/COUNTY-  ON/ALGOMA
 RJ0801  COUNTRY     -  CANADA
 RJ0801  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ0801
 RJ0801                         *CURRENT SURVEY CONTROL
 RJ0801  ______________________________________________________________________
 RJ0801* NAD 83(1986) POSITION- 46 32 38.62977(N) 084 13 23.28761(W)   ADJUSTED
 RJ0801* NAVD 88 ORTHO HEIGHT -   182.    (meters)      597.    (feet) SCALED
 RJ0801  ______________________________________________________________________
 RJ0801  GEOID HEIGHT    -        -37.216 (meters)                     EGM08
 RJ0801  HORZ ORDER      -  THIRD
 RJ0801
 RJ0801.The positional and height information provided upon this datasheet are not
 RJ0801.officially recognized by the Government of Canada, provincial governments
 RJ0801.within Canada, nor are they intended to replace or substitute for them.
 RJ0801.The intent of sharing this data is to allow access to positions or heights
 RJ0801.recognized by the United States Government. Passive control that is used by
 RJ0801.both nations may share the same or similar designations or descriptions but
 RJ0801.do not share official positions or heights. The 'Station Description' may
 RJ0801.originate from a Canadian 'Station Report' and if so contains information
 RJ0801.licensed under the 'Open Government License - Canada'.
 RJ0801
 RJ0801.The horizontal coordinates were established by classical geodetic methods
 RJ0801.and adjusted by the National Geodetic Survey in July 1986.
 RJ0801
 RJ0801.The orthometric height was scaled from a topographic map.
 RJ0801
 RJ0801.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0801
 RJ0801.Click photographs - Photos may exist for this station.
 RJ0801
 RJ0801. The following values were computed from the NAD 83(1986) position.
 RJ0801
 RJ0801;                    North         East     Units Scale Factor Converg.
 RJ0801;UTM  16      - 5,158,246.036   712,897.472   MT  1.00015716   +2 00 59.4
 RJ0801
 RJ0801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0801!UTM  16      -   0.99997730  x   1.00015716  =   1.00013446
 RJ0801
 RJ0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1289758246(NAD 83)
 RJ0801
 RJ0801|---------------------------------------------------------------------|
 RJ0801| PID    Reference Object                     Distance      Geod. Az  |
 RJ0801|                                                           dddmmss.s |
 RJ0801| RJ0800 HAY                                 346.295 METERS 14946     |
 RJ0801|---------------------------------------------------------------------|
 RJ0801
 RJ0801                          SUPERSEDED SURVEY CONTROL
 RJ0801
 RJ0801  NAD 27      -  46 32 38.54000(N)    084 13 23.15700(W) AD(       ) 3
 RJ0801
 RJ0801.Superseded values are not recommended for survey control.
 RJ0801
 RJ0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0801.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0801
 RJ0801_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0801_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ0801+WITH SETTING: PAVEMENT
 RJ0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0801+STABILITY: SURFACE MOTION
 RJ0801
 RJ0801  HISTORY     - Date     Condition        Report By
 RJ0801  HISTORY     - 1943     MONUMENTED       IBC
 RJ0801
 RJ0801                          STATION DESCRIPTION
 RJ0801
 RJ0801'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0801'ABOUT 3/4 MILE W OF BELLS POINT, 1/4 MILE FROM RIVER, AND ON SE
 RJ0801'OF ONTARIO HIGHWAY 17 ROADWAY.  IT IS 7.5 FEET SE OF EDGE OF
 RJ0801'CONCRETE ROAD SURFACE, ABOUT 100 FEET SE OF CANADIAN PACIFIC RAILWAY,
 RJ0801'AND 425 FEET SW OF LONG WHITE BIRCH TREE.
 RJ0801'
 RJ0801'STATION MARK IS A STANDARD I B C BRONZE - DISK STATION MARK IN
 RJ0801'CYLINDER OF CONCRETE, 7 INCHES IN DIAMETER AND 20 INCHES LONG, SET
 RJ0801'4 INCHES BELOW THE SURFACE OF SHOULDER OF ROAD GRADE.  SUBSURFACE
 RJ0801'MARK IS ROUNDHEADED COPPER RIVET IN CYLINDER OF CONCRETE, 7 INCHES
 RJ0801'IN DIAMETER AND 10 INCHES LONG, SET 26 INCHES UNDERGROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0806 ***********************************************************************
 RJ0806  DESIGNATION -  BELLS PT WEST BASE 1943
 RJ0806  PID         -  RJ0806
 RJ0806  STATE/COUNTY-  ON/ALGOMA
 RJ0806  COUNTRY     -  CANADA
 RJ0806  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ0806
 RJ0806                         *CURRENT SURVEY CONTROL
 RJ0806  ______________________________________________________________________
 RJ0806* NAD 83(1986) POSITION- 46 32 29.10528(N) 084 13 45.03344(W)   ADJUSTED
 RJ0806* NAVD 88 ORTHO HEIGHT -   182.    (meters)      597.    (feet) SCALED
 RJ0806  ______________________________________________________________________
 RJ0806  GEOID HEIGHT    -        -37.214 (meters)                     EGM08
 RJ0806  HORZ ORDER      -  THIRD
 RJ0806
 RJ0806.The positional and height information provided upon this datasheet are not
 RJ0806.officially recognized by the Government of Canada, provincial governments
 RJ0806.within Canada, nor are they intended to replace or substitute for them.
 RJ0806.The intent of sharing this data is to allow access to positions or heights
 RJ0806.recognized by the United States Government. Passive control that is used by
 RJ0806.both nations may share the same or similar designations or descriptions but
 RJ0806.do not share official positions or heights. The 'Station Description' may
 RJ0806.originate from a Canadian 'Station Report' and if so contains information
 RJ0806.licensed under the 'Open Government License - Canada'.
 RJ0806
 RJ0806.The horizontal coordinates were established by classical geodetic methods
 RJ0806.and adjusted by the National Geodetic Survey in July 1986.
 RJ0806
 RJ0806.The orthometric height was scaled from a topographic map.
 RJ0806
 RJ0806.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0806
 RJ0806.Click photographs - Photos may exist for this station.
 RJ0806
 RJ0806. The following values were computed from the NAD 83(1986) position.
 RJ0806
 RJ0806;                    North         East     Units Scale Factor Converg.
 RJ0806;UTM  16      - 5,157,935.784   712,444.703   MT  1.00015480   +2 00 43.2
 RJ0806
 RJ0806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0806!UTM  16      -   0.99997730  x   1.00015480  =   1.00013210
 RJ0806
 RJ0806:                Primary Azimuth Mark                     Grid Az
 RJ0806:UTM  16      -  BELLS PT EAST BASE 1943                  055 34 47.5
 RJ0806
 RJ0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1244457935(NAD 83)
 RJ0806
 RJ0806|---------------------------------------------------------------------|
 RJ0806| PID    Reference Object                     Distance      Geod. Az  |
 RJ0806|                                                           dddmmss.s |
 RJ0806| RJ0801 BELLS PT EAST BASE 1943             APPROX. 0.5 KM 0573530.7 |
 RJ0806| RJ0804 LINE                                338.046 METERS 15529     |
 RJ0806|---------------------------------------------------------------------|
 RJ0806
 RJ0806                          SUPERSEDED SURVEY CONTROL
 RJ0806
 RJ0806  NAD 27      -  46 32 29.01700(N)    084 13 44.90000(W) AD(       ) 3
 RJ0806
 RJ0806.Superseded values are not recommended for survey control.
 RJ0806
 RJ0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0806.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0806
 RJ0806_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0806_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ0806+WITH SETTING: PAVEMENT
 RJ0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0806+STABILITY: SURFACE MOTION
 RJ0806
 RJ0806  HISTORY     - Date     Condition        Report By
 RJ0806  HISTORY     - 1943     MONUMENTED       IBC
 RJ0806
 RJ0806                          STATION DESCRIPTION
 RJ0806
 RJ0806'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0806'ONE MILE W OF BELLS POINT AND 1/4 MILE FROM RIVER, ON SE SIDE OF
 RJ0806'ONTARIO HIGHWAY 17 ROADWAY.  IT IS 7.5 FEET SE OF EDGE OF CONCRETE
 RJ0806'ROAD SURFACE, ABOUT 100 FEET SE OF CANADIAN PACIFIC RAILWAY, ABOUT
 RJ0806'800 FEET N OF HOUSE ON S SIDE OF ROAD, AND 900 FEET NE OF HOUSE ON
 RJ0806'N SIDE OF ROAD.
 RJ0806'
 RJ0806'STATION MARK IS A STANDARD I B C BRONZE - DISK STATION MARK IN A
 RJ0806'CYLINDER OF CONCRETE, 7 INCHES IN DIAMETER AND 20 INCHES LONG, SET
 RJ0806'4 INCHES BELOW THE SURFACE OF THE SHOULDER OF THE ROAD GRADE.
 RJ0806'SUBSURFACE MARK IS A ROUNDHEADED COPPER RIVET IN A CYLINDER OF
 RJ0806'CONCRETE, 7 INCHES IN DIAMETER AND 10 INCHES LONG, SET 26 INCHES
 RJ0806'UNDERGROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1032 ***********************************************************************
 RJ1032  DESIGNATION -  BELLVIEW PARK FLAGPOLE
 RJ1032  PID         -  RJ1032
 RJ1032  STATE/COUNTY-  ON/ALGOMA
 RJ1032  COUNTRY     -  CANADA
 RJ1032  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ1032
 RJ1032                         *CURRENT SURVEY CONTROL
 RJ1032  ______________________________________________________________________
 RJ1032* NAD 83(1986) POSITION- 46 29 47.29561(N) 084 17 48.96749(W)   ADJUSTED
 RJ1032  ______________________________________________________________________
 RJ1032  GEOID HEIGHT    -        -37.151 (meters)                     EGM08
 RJ1032  HORZ ORDER      -  THIRD
 RJ1032
 RJ1032.The positional and height information provided upon this datasheet are not
 RJ1032.officially recognized by the Government of Canada, provincial governments
 RJ1032.within Canada, nor are they intended to replace or substitute for them.
 RJ1032.The intent of sharing this data is to allow access to positions or heights
 RJ1032.recognized by the United States Government. Passive control that is used by
 RJ1032.both nations may share the same or similar designations or descriptions but
 RJ1032.do not share official positions or heights. The 'Station Description' may
 RJ1032.originate from a Canadian 'Station Report' and if so contains information
 RJ1032.licensed under the 'Open Government License - Canada'.
 RJ1032
 RJ1032.The horizontal coordinates were established by classical geodetic methods
 RJ1032.and adjusted by the National Geodetic Survey in July 1986.
 RJ1032
 RJ1032.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1032
 RJ1032.Click photographs - Photos may exist for this station.
 RJ1032
 RJ1032. The following values were computed from the NAD 83(1986) position.
 RJ1032
 RJ1032;                    North         East     Units Scale Factor Converg.
 RJ1032;UTM  16      - 5,152,761.413   707,420.740   MT  1.00012887   +1 57 40.7
 RJ1032
 RJ1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0742052761(NAD 83)
 RJ1032
 RJ1032                          SUPERSEDED SURVEY CONTROL
 RJ1032
 RJ1032  NAD 27      -  46 29 47.22074(N)    084 17 48.83076(W) AD(       ) 3
 RJ1032
 RJ1032.Superseded values are not recommended for survey control.
 RJ1032
 RJ1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1032.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1032
 RJ1032_MARKER: 62 = FLAGPOLE
 RJ1032_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1032
 RJ1032  HISTORY     - Date     Condition        Report By
 RJ1032  HISTORY     - 1981     FIRST OBSERVED   NOS
 RJ1032  HISTORY     - 1986     GOOD             NOS
 RJ1032
 RJ1032                          STATION DESCRIPTION
 RJ1032
 RJ1032'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ1032'THE STATION, BELLVIEW PARK FLAGPOLE, IS THE CENTER OF THE FLAGPOLE
 RJ1032'ON TOPSAIL ISLAND.
 RJ1032'
 RJ1032'THE STATION IS LOCATED IN BELLVIEW PARK ON TOPSAIL ISLAND.
 RJ1032'
 RJ1032'TO REACH THE STATION FROM THE CUSTOMS OFFICE ON THE CANADIAN
 RJ1032'SIDE OF THE INTERNATIONAL BRIDGE IN SAULT STE MARIE, CANADA, GO
 RJ1032'SOUTH ON HURON STREET TO ITS JUNCTION WITH QUEEN STREET.  TURN
 RJ1032'LEFT ON QUEEN STREET AND GO SOUTHEAST FOR 10.5 KILOMETERS
 RJ1032'(6.5 MILES) TO THE ENTRANCE TO BELLVIEW PARK ON THE RIGHT.  TURN
 RJ1032'RIGHT INTO THE PARK AND DRIVE TO THE SOUTHERN MOST AREA OF THE
 RJ1032'PARK AND A PROMINENT POINT JUTTING INTO THE ST MARYS RIVER AND
 RJ1032'THE STATION.
 RJ1032
 RJ1032                          STATION RECOVERY (1986)
 RJ1032
 RJ1032'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (MWJ)
 RJ1032'THE STATION WAS RECOVERED AT THIS DATE.
 RJ1032'THE STATIONS AZIMUTH WAS CHECKED FROM STATION FERRY DOCK.
 RJ1032'
 RJ1032'RECOVERED BY M JOHNSON
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0829 ***********************************************************************
 TC0829  DESIGNATION -  BEND
 TC0829  PID         -  TC0829
 TC0829  STATE/COUNTY-  ON/RAINY RIVER
 TC0829  COUNTRY     -  CANADA
 TC0829  NTS MAPSHEET-  PINEWOOD (2020)
 TC0829
 TC0829                         *CURRENT SURVEY CONTROL
 TC0829  ______________________________________________________________________
 TC0829* NAD 83(1996) POSITION- 48 42 33.67040(N) 094 17 29.87443(W)   ADJUSTED
 TC0829* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 TC0829  ______________________________________________________________________
 TC0829  GEOID HEIGHT    -        -29.373 (meters)                     EGM08
 TC0829  HORZ ORDER      -  THIRD
 TC0829
 TC0829.The positional and height information provided upon this datasheet are not
 TC0829.officially recognized by the Government of Canada, provincial governments
 TC0829.within Canada, nor are they intended to replace or substitute for them.
 TC0829.The intent of sharing this data is to allow access to positions or heights
 TC0829.recognized by the United States Government. Passive control that is used by
 TC0829.both nations may share the same or similar designations or descriptions but
 TC0829.do not share official positions or heights. The 'Station Description' may
 TC0829.originate from a Canadian 'Station Report' and if so contains information
 TC0829.licensed under the 'Open Government License - Canada'.
 TC0829
 TC0829.The horizontal coordinates were established by classical geodetic methods
 TC0829.and adjusted by the National Geodetic Survey in March 1999.
 TC0829
 TC0829.The orthometric height was scaled from a topographic map.
 TC0829
 TC0829.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0829
 TC0829.Click photographs - Photos may exist for this station.
 TC0829
 TC0829. The following values were computed from the NAD 83(1996) position.
 TC0829
 TC0829;                    North         East     Units Scale Factor Converg.
 TC0829;UTM  15      - 5,395,951.550   404,979.341   MT  0.99971092   -0 58 14.0
 TC0829
 TC0829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0829!UTM  15      -   0.99995346  x   0.99971092  =   0.99966439
 TC0829
 TC0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP0497995951(NAD 83)
 TC0829
 TC0829|---------------------------------------------------------------------|
 TC0829| PID    Reference Object                     Distance      Geod. Az  |
 TC0829|                                                           dddmmss.s |
 TC0829| TC0913 GILSON                              336.638 METERS 10739     |
 TC0829| TC0930 JOHN                                369.751 METERS 18228     |
 TC0829|---------------------------------------------------------------------|
 TC0829
 TC0829                          SUPERSEDED SURVEY CONTROL
 TC0829
 TC0829  NAD 83(1986)-  48 42 33.65274(N)    094 17 29.86572(W) AD(       ) 3
 TC0829
 TC0829.Superseded values are not recommended for survey control.
 TC0829
 TC0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0829.See file dsdata.pdf to determine how the superseded data were derived.
 TC0829
 TC0829_MARKER: X = CHISELED CROSS
 TC0829_SETTING: 80 = SET IN A BOULDER
 TC0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0829+STABILITY: SURFACE MOTION
 TC0829
 TC0829  HISTORY     - Date     Condition        Report By
 TC0829  HISTORY     - 1914     MONUMENTED       IBC
 TC0829
 TC0829                          STATION DESCRIPTION
 TC0829
 TC0829'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC0829'ON THE NORTH BANK OF RAINY RIVER, ABOUT ONE - HALF MILE EAST OF
 TC0829'PINEWOOD, ONTARIO, AND ABOUT 300 METERS EAST OF A SMALL CREEK.  THE
 TC0829'STATION IS ABOUT 2 METERS ABOVE AND 3 METERS BACK FROM THE RIVERS
 TC0829'EDGE, BEHIND THE OLD PILING OF A PIER.
 TC0829'
 TC0829'STATION MARK--A CROSS CUT IN A STONE.  SUBSURFACE MARK IS A BALL OF
 TC0829'WIRE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0760 ***********************************************************************
 TC0760  DESIGNATION -  BIG
 TC0760  PID         -  TC0760
 TC0760  STATE/COUNTY-  ON/RAINY RIVER
 TC0760  COUNTRY     -  CANADA
 TC0760  NTS MAPSHEET-  BIG ISLAND (2020)
 TC0760
 TC0760                         *CURRENT SURVEY CONTROL
 TC0760  ______________________________________________________________________
 TC0760* NAD 83(1996) POSITION- 49 04 50.70284(N) 094 43 17.32238(W)   ADJUSTED
 TC0760* NAVD 88 ORTHO HEIGHT -   323.    (meters)     1060.    (feet) SCALED
 TC0760  ______________________________________________________________________
 TC0760  GEOID HEIGHT    -        -29.668 (meters)                     EGM08
 TC0760  HORZ ORDER      -  FIRST
 TC0760
 TC0760.The positional and height information provided upon this datasheet are not
 TC0760.officially recognized by the Government of Canada, provincial governments
 TC0760.within Canada, nor are they intended to replace or substitute for them.
 TC0760.The intent of sharing this data is to allow access to positions or heights
 TC0760.recognized by the United States Government. Passive control that is used by
 TC0760.both nations may share the same or similar designations or descriptions but
 TC0760.do not share official positions or heights. The 'Station Description' may
 TC0760.originate from a Canadian 'Station Report' and if so contains information
 TC0760.licensed under the 'Open Government License - Canada'.
 TC0760
 TC0760.The horizontal coordinates were established by classical geodetic methods
 TC0760.and adjusted by the National Geodetic Survey in March 1999.
 TC0760
 TC0760.The orthometric height was scaled from a topographic map.
 TC0760
 TC0760.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0760
 TC0760.Click photographs - Photos may exist for this station.
 TC0760
 TC0760. The following values were computed from the NAD 83(1996) position.
 TC0760
 TC0760;                    North         East     Units Scale Factor Converg.
 TC0760;UTM  15      - 5,437,859.711   374,293.063   MT  0.99979412   -1 18 03.5
 TC0760
 TC0760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0760!UTM  15      -   0.99995397  x   0.99979412  =   0.99974810
 TC0760
 TC0760:                Primary Azimuth Mark                     Grid Az
 TC0760:UTM  15      -  BIG POINT                                324 54 44.8
 TC0760
 TC0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ7429337859(NAD 83)
 TC0760
 TC0760|---------------------------------------------------------------------|
 TC0760| PID    Reference Object                     Distance      Geod. Az  |
 TC0760|                                                           dddmmss.s |
 TC0760| TC0764 BIG POINT                           APPROX. 6.0 KM 3233641.3 |
 TC0760|---------------------------------------------------------------------|
 TC0760
 TC0760                          SUPERSEDED SURVEY CONTROL
 TC0760
 TC0760  NAD 83(1986)-  49 04 50.67021(N)    094 43 17.27711(W) AD(       ) 1
 TC0760  NAD 27      -  49 04 50.69400(N)    094 43 16.47900(W) AD(       ) 1
 TC0760
 TC0760.Superseded values are not recommended for survey control.
 TC0760
 TC0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0760.See file dsdata.pdf to determine how the superseded data were derived.
 TC0760
 TC0760_MARKER: DD = SURVEY DISK
 TC0760_SETTING: 0 = UNSPECIFIED SETTING
 TC0760
 TC0760  HISTORY     - Date     Condition        Report By
 TC0760  HISTORY     - 1913     MONUMENTED       IBC
 TC0760  HISTORY     - 1921     GOOD             CGS
 TC0760  HISTORY     - 1966     GOOD             CGS
 TC0760
 TC0760                          STATION DESCRIPTION
 TC0760
 TC0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 TC0760'ON LAKE OF THE WOODS, ON SOUTHWEST POINT OF BIG ISLAND, AND ON
 TC0760'BARE ROCK ABOUT 3-1/2 METERS (11 FEET) ABOVE LAKE LEVEL.  GROWTH
 TC0760'OF LARGE HARDWOOD TIMBER IS BACK OF ROCK.  MARKED BY STANDARD
 TC0760'BRONZE DISK OF INTERNATIONAL BOUNDARY COMMISSION IN SOLID ROCK.
 TC0760
 TC0760                          STATION RECOVERY (1966)
 TC0760
 TC0760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (GCR)
 TC0760'THE STATION WAS VISITED AND THE MARK RECOVERED IN GOOD CONDITION.
 TC0760'THE STATION WAS NOT OCCUPIED AT THIS TIME.  A NEW DESCRIPTION
 TC0760'FOLLOWS--
 TC0760'
 TC0760'THE STATION IS LOCATED 27 MILES EAST AND 12 MILES NORTH OF WARROAD,
 TC0760'MINNESOTA ON BASIL POINT WHICH FORMS THE EXTREME SOUTHWEST TIP
 TC0760'OF BIG ISLAND, 30 FEET SOUTH OF THE HIGHEST POINT OF ROCK, ABOUT
 TC0760'15 FEET ABOVE THE LEVEL OF THE LAKE, AND AT THE CENTER OF A
 TC0760'TRIANGLE FORMED BY THREE SIX INCH HOLES, OUTLINED BY CONCRETE,
 TC0760'THAT WERE THE LEG BASES OF THE OLD TOWER.
 TC0760'
 TC0760'THE MARK IS A 2-INCH BRONZE DISK, WITH THE LETTERS U S AND C B
 TC0760'SURVEY AND A SMALL TRIANGLE CAST THEREIN, CEMENTED IN A DRILL HOLE
 TC0760'IN BEDROCK 3 INCHES BELOW THE GROUND SURFACE.  A RING OF ROCKS
 TC0760'18 INCHES HIGH WAS PLACED AROUND THE MARK.
 TC0760'
 TC0760'THE STATION WAS REACHED BY FLOAT PLANE FROM WARROAD.  THE PLANE
 TC0760'WAS BEACHED IN A SMALL SANDY COVE JUST NORTH OF THE POINT, AND
 TC0760'THE STATION PACKED TO BY WALKING SOUTH ALONG THE SHORE LINE TO
 TC0760'THE POINT.  ABOUT 10 MINUTES PACK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0764 ***********************************************************************
 TC0764  DESIGNATION -  BIG POINT
 TC0764  PID         -  TC0764
 TC0764  STATE/COUNTY-  ON/RAINY RIVER
 TC0764  COUNTRY     -  CANADA
 TC0764  NTS MAPSHEET-  BIG ISLAND (2020)
 TC0764
 TC0764                         *CURRENT SURVEY CONTROL
 TC0764  ______________________________________________________________________
 TC0764* NAD 83(1996) POSITION- 49 07 25.73127(N) 094 46 11.43892(W)   ADJUSTED
 TC0764* NAVD 88 ORTHO HEIGHT -   325.    (meters)     1066.    (feet) SCALED
 TC0764  ______________________________________________________________________
 TC0764  GEOID HEIGHT    -        -29.657 (meters)                     EGM08
 TC0764  HORZ ORDER      -  SECOND
 TC0764
 TC0764.The positional and height information provided upon this datasheet are not
 TC0764.officially recognized by the Government of Canada, provincial governments
 TC0764.within Canada, nor are they intended to replace or substitute for them.
 TC0764.The intent of sharing this data is to allow access to positions or heights
 TC0764.recognized by the United States Government. Passive control that is used by
 TC0764.both nations may share the same or similar designations or descriptions but
 TC0764.do not share official positions or heights. The 'Station Description' may
 TC0764.originate from a Canadian 'Station Report' and if so contains information
 TC0764.licensed under the 'Open Government License - Canada'.
 TC0764
 TC0764.The horizontal coordinates were established by classical geodetic methods
 TC0764.and adjusted by the National Geodetic Survey in March 1999.
 TC0764
 TC0764.The orthometric height was scaled from a topographic map.
 TC0764
 TC0764.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0764
 TC0764.Click photographs - Photos may exist for this station.
 TC0764
 TC0764. The following values were computed from the NAD 83(1996) position.
 TC0764
 TC0764;                    North         East     Units Scale Factor Converg.
 TC0764;UTM  15      - 5,442,727.964   370,873.231   MT  0.99980483   -1 20 18.3
 TC0764
 TC0764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0764!UTM  15      -   0.99995365  x   0.99980483  =   0.99975849
 TC0764
 TC0764:                Primary Azimuth Mark                     Grid Az
 TC0764:UTM  15      -  BIG                                      144 54 47.9
 TC0764
 TC0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ7087342727(NAD 83)
 TC0764
 TC0764|---------------------------------------------------------------------|
 TC0764| PID    Reference Object                     Distance      Geod. Az  |
 TC0764|                                                           dddmmss.s |
 TC0764| TC0760 BIG                                 APPROX. 6.0 KM 1433429.6 |
 TC0764|---------------------------------------------------------------------|
 TC0764
 TC0764                          SUPERSEDED SURVEY CONTROL
 TC0764
 TC0764  NAD 83(1986)-  49 07 25.70564(N)    094 46 11.39608(W) AD(       ) 2
 TC0764
 TC0764.Superseded values are not recommended for survey control.
 TC0764
 TC0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0764.See file dsdata.pdf to determine how the superseded data were derived.
 TC0764
 TC0764_MARKER: Z = SEE DESCRIPTION
 TC0764_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 TC0764_SP_SET: OBJECT IMBEDDED IN GROUND
 TC0764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TC0764
 TC0764  HISTORY     - Date     Condition        Report By
 TC0764  HISTORY     - 1912     MONUMENTED       IBC
 TC0764
 TC0764                          STATION DESCRIPTION
 TC0764
 TC0764'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JJM)
 TC0764'ON BIG ISLAND IN LAKE OF THE WOODS, ABOUT 30 MILES NORTHEAST OF
 TC0764'WARROAD, MINN., AND THE SAME DISTANCE NORTHWEST OF RAINY RIVER,
 TC0764'ONTARIO; ON THE NORTHWEST POINT OF THE SMALL PENINSULA SOUTHWEST
 TC0764'OF SUGAR POINT, ON THE HIGHEST PART OF THE POINT.  REFERENCE
 TC0764'MONUMENT 45 IS ON A SMALL ISLAND ABOUT 600 FEET NORTHWEST.
 TC0764'
 TC0764'STATION MARK-- A PIECE OF DRILL STEEL 2 FEET BELOW SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0761 ***********************************************************************
 TC0761  DESIGNATION -  BIGSBY
 TC0761  PID         -  TC0761
 TC0761  STATE/COUNTY-  ON/RAINY RIVER
 TC0761  COUNTRY     -  CANADA
 TC0761  NTS MAPSHEET-  BIG ISLAND (2020)
 TC0761
 TC0761                         *CURRENT SURVEY CONTROL
 TC0761  ______________________________________________________________________
 TC0761* NAD 83(1996) POSITION- 49 01 35.81617(N) 094 37 51.00540(W)   ADJUSTED
 TC0761* NAVD 88 ORTHO HEIGHT -   325.    (meters)     1066.    (feet) SCALED
 TC0761  ______________________________________________________________________
 TC0761  GEOID HEIGHT    -        -29.700 (meters)                     EGM08
 TC0761  HORZ ORDER      -  FIRST
 TC0761
 TC0761.The positional and height information provided upon this datasheet are not
 TC0761.officially recognized by the Government of Canada, provincial governments
 TC0761.within Canada, nor are they intended to replace or substitute for them.
 TC0761.The intent of sharing this data is to allow access to positions or heights
 TC0761.recognized by the United States Government. Passive control that is used by
 TC0761.both nations may share the same or similar designations or descriptions but
 TC0761.do not share official positions or heights. The 'Station Description' may
 TC0761.originate from a Canadian 'Station Report' and if so contains information
 TC0761.licensed under the 'Open Government License - Canada'.
 TC0761
 TC0761.The horizontal coordinates were established by classical geodetic methods
 TC0761.and adjusted by the National Geodetic Survey in March 1999.
 TC0761
 TC0761.The orthometric height was scaled from a topographic map.
 TC0761
 TC0761.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0761
 TC0761.Click photographs - Photos may exist for this station.
 TC0761
 TC0761. The following values were computed from the NAD 83(1996) position.
 TC0761
 TC0761;                    North         East     Units Scale Factor Converg.
 TC0761;UTM  15      - 5,431,695.691   380,782.432   MT  0.99977460   -1 13 53.2
 TC0761
 TC0761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0761!UTM  15      -   0.99995366  x   0.99977460  =   0.99972827
 TC0761
 TC0761:                Primary Azimuth Mark                     Grid Az
 TC0761:UTM  15      -  BURTON                                   173 58 56.1
 TC0761
 TC0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ8078231695(NAD 83)
 TC0761
 TC0761|---------------------------------------------------------------------|
 TC0761| PID    Reference Object                     Distance      Geod. Az  |
 TC0761|                                                           dddmmss.s |
 TC0761| TC0591 BURTON                              APPROX. 8.6 KM 1724502.9 |
 TC0761|---------------------------------------------------------------------|
 TC0761
 TC0761                          SUPERSEDED SURVEY CONTROL
 TC0761
 TC0761  NAD 83(1986)-  49 01 35.78156(N)    094 37 50.96932(W) AD(       ) 1
 TC0761
 TC0761.Superseded values are not recommended for survey control.
 TC0761
 TC0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0761.See file dsdata.pdf to determine how the superseded data were derived.
 TC0761
 TC0761_MARKER: Z = SEE DESCRIPTION
 TC0761_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 TC0761_SP_SET: OBJECT IMBEDDED IN GROUND
 TC0761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TC0761
 TC0761  HISTORY     - Date     Condition        Report By
 TC0761  HISTORY     - 1912     MONUMENTED       IBC
 TC0761
 TC0761                          STATION DESCRIPTION
 TC0761
 TC0761'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JJM)
 TC0761'ON BIGSBY ISLAND IN LAKE OF THE WOODS, ABOUT 23 MILES NORTHWEST OF
 TC0761'RAINY RIVER, ONTARIO, AND BAUDETTE, MINN., 2 1/2 MILES EAST OF
 TC0761'THE THREE SISTERS ISLANDS; ON THE SOUTHWEST END OF THE SOUTHWEST
 TC0761'POINT OF THE ISLAND.
 TC0761'
 TC0761'STATION MARK-- A PIECE OF DRILL STEEL  2 FEET BELOW SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RH0014 ***********************************************************************
 RH0014  DESIGNATION -  BIGSBY 2 IBC 1944
 RH0014  PID         -  RH0014
 RH0014  STATE/COUNTY-  ON/ALGOMA
 RH0014  COUNTRY     -  CANADA
 RH0014  NTS MAPSHEET-  DEAN LAKE (2020)
 RH0014
 RH0014                         *CURRENT SURVEY CONTROL
 RH0014  ______________________________________________________________________
 RH0014* NAD 83(1986) POSITION- 46 10 07.77631(N) 083 26 08.09561(W)   ADJUSTED
 RH0014* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RH0014  ______________________________________________________________________
 RH0014  GEOID HEIGHT    -        -37.610 (meters)                     EGM08
 RH0014  HORZ ORDER      -  THIRD
 RH0014
 RH0014.The positional and height information provided upon this datasheet are not
 RH0014.officially recognized by the Government of Canada, provincial governments
 RH0014.within Canada, nor are they intended to replace or substitute for them.
 RH0014.The intent of sharing this data is to allow access to positions or heights
 RH0014.recognized by the United States Government. Passive control that is used by
 RH0014.both nations may share the same or similar designations or descriptions but
 RH0014.do not share official positions or heights. The 'Station Description' may
 RH0014.originate from a Canadian 'Station Report' and if so contains information
 RH0014.licensed under the 'Open Government License - Canada'.
 RH0014
 RH0014.The horizontal coordinates were established by classical geodetic methods
 RH0014.and adjusted by the National Geodetic Survey in July 1986.
 RH0014
 RH0014.The orthometric height was scaled from a topographic map.
 RH0014
 RH0014.Significant digits in the geoid height do not necessarily reflect accuracy.
 RH0014
 RH0014.Click photographs - Photos may exist for this station.
 RH0014
 RH0014. The following values were computed from the NAD 83(1986) position.
 RH0014
 RH0014;                    North         East     Units Scale Factor Converg.
 RH0014;UTM  17      - 5,115,689.215   311,983.886   MT  1.00003457   -1 45 27.0
 RH0014
 RH0014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0014!UTM  17      -   0.99997831  x   1.00003457  =   1.00001288
 RH0014
 RH0014:                Primary Azimuth Mark                     Grid Az
 RH0014:UTM  17      -  GRANT IBC 1944                           122 51 15.3
 RH0014
 RH0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLM1198315689(NAD 83)
 RH0014
 RH0014|---------------------------------------------------------------------|
 RH0014| PID    Reference Object                     Distance      Geod. Az  |
 RH0014|                                                           dddmmss.s |
 RH0014| RH0013 GRANT IBC 1944                      APPROX. 8.2 KM 1210548.3 |
 RH0014| RH0024 TOWER                               APPROX.22.2 KM 2280352.0 |
 RH0014| RH0016 SULPHUR ISLAND LH                   APPROX.13.6 KM 2583955.8 |
 RH0014| RH0015 THESSALON LH                        APPROX.12.8 KM 3064521.4 |
 RH0014|---------------------------------------------------------------------|
 RH0014
 RH0014                          SUPERSEDED SURVEY CONTROL
 RH0014
 RH0014.No superseded survey control is available for this station.
 RH0014
 RH0014_MARKER: DH = HORIZONTAL CONTROL DISK
 RH0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RH0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RH0014+STABILITY: SURFACE MOTION
 RH0014
 RH0014  HISTORY     - Date     Condition        Report By
 RH0014  HISTORY     - 1944     MONUMENTED       IBC
 RH0014
 RH0014                          STATION DESCRIPTION
 RH0014
 RH0014'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RH0014'NEAR THE SW CORNER OF BIGSBY ISLAND, E OF THE OLD I W C STATION,
 RH0014'AND 20 FEET INSIDE THE TREE LINE FOR PROTECTION FROM ICE AND WAVES.
 RH0014'IT IS 50 FEET N OF A SMALL BAY ON THE E SIDE OF THE ROUNDING SW POINT
 RH0014'OF THE ISLAND.  A LARGE WHITE BIRCH TREE IS 15 FEET S OF THE STATION
 RH0014'TOWARD THE ABOVE - MENTIONED BAY AND CEDAR TREES ARE ON THE N AND E
 RH0014'SIDES OF THE SMALL OPEN SPACE IN THE SW END OF WHICH THE STATION
 RH0014'IS LOCATED.  A LARGE CEDAR TREE IS 20 FEET N AND ANOTHER 18 FEET E
 RH0014'OF THE STATION WHICH IS 5 FEET ABOVE THE NORTH CHANNEL.  A 24-FOOT
 RH0014'TOWER WAS ERECTED OVER THE STATION.
 RH0014'
 RH0014'STATION MARK--THE SURFACE MARK IS A STANDARD BRONZE I B C DISK IN
 RH0014'A CYLINDER OF CONCRETE 7 INCHES IN DIAMETER AND 20 INCHES LONG, SET
 RH0014'VERTICALLY WITH THE TOP 6 INCHES ABOVE THE GROUND AND SURROUNDED
 RH0014'BY A LARGE CAIRN.  THE SUBSURFACE MARK IS A COPPER WIRE IN A CYLINDER
 RH0014'OF CONCRETE 7 INCHES IN DIAMETER AND 10 INCHES LONG, SET VERTICALLY
 RH0014'UNDER THE STATION MARK WITH THE TOP 15 INCHES UNDERGROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0830 ***********************************************************************
 TC0830  DESIGNATION -  BILLY
 TC0830  PID         -  TC0830
 TC0830  STATE/COUNTY-  ON/RAINY RIVER
 TC0830  COUNTRY     -  CANADA
 TC0830  NTS MAPSHEET-  PINEWOOD (2020)
 TC0830
 TC0830                         *CURRENT SURVEY CONTROL
 TC0830  ______________________________________________________________________
 TC0830* NAD 83(1996) POSITION- 48 41 57.56398(N) 094 26 06.32796(W)   ADJUSTED
 TC0830* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 TC0830  ______________________________________________________________________
 TC0830  GEOID HEIGHT    -        -29.139 (meters)                     EGM08
 TC0830  HORZ ORDER      -  THIRD
 TC0830
 TC0830.The positional and height information provided upon this datasheet are not
 TC0830.officially recognized by the Government of Canada, provincial governments
 TC0830.within Canada, nor are they intended to replace or substitute for them.
 TC0830.The intent of sharing this data is to allow access to positions or heights
 TC0830.recognized by the United States Government. Passive control that is used by
 TC0830.both nations may share the same or similar designations or descriptions but
 TC0830.do not share official positions or heights. The 'Station Description' may
 TC0830.originate from a Canadian 'Station Report' and if so contains information
 TC0830.licensed under the 'Open Government License - Canada'.
 TC0830
 TC0830.The horizontal coordinates were established by classical geodetic methods
 TC0830.and adjusted by the National Geodetic Survey in March 1999.
 TC0830
 TC0830.The orthometric height was scaled from a topographic map.
 TC0830
 TC0830.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0830
 TC0830.Click photographs - Photos may exist for this station.
 TC0830
 TC0830. The following values were computed from the NAD 83(1996) position.
 TC0830
 TC0830;                    North         East     Units Scale Factor Converg.
 TC0830;UTM  15      - 5,395,025.436   394,404.846   MT  0.99973699   -1 04 41.6
 TC0830
 TC0830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0830!UTM  15      -   0.99995342  x   0.99973699  =   0.99969043
 TC0830
 TC0830:                Primary Azimuth Mark                     Grid Az
 TC0830:UTM  15      -  WILLIAMS                                 067 29 53.7
 TC0830
 TC0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP9440495025(NAD 83)
 TC0830
 TC0830|---------------------------------------------------------------------|
 TC0830| PID    Reference Object                     Distance      Geod. Az  |
 TC0830|                                                           dddmmss.s |
 TC0830| TC1254 WILLIAMS                            APPROX. 0.6 KM 0662512.1 |
 TC0830| TC0950 LUCY                                312.219 METERS 10536     |
 TC0830| TC0998 RAPID                               APPROX. 0.6 KM 1953104.1 |
 TC0830| TC1208 SECOND                              345.909 METERS 22113     |
 TC0830| TC0831 BILLY WEST BASE                     237.891 METERS 27632     |
 TC0830|---------------------------------------------------------------------|
 TC0830
 TC0830                          SUPERSEDED SURVEY CONTROL
 TC0830
 TC0830  NAD 83(1986)-  48 41 57.54467(N)    094 26 06.31885(W) AD(       ) 3
 TC0830
 TC0830.Superseded values are not recommended for survey control.
 TC0830
 TC0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0830.See file dsdata.pdf to determine how the superseded data were derived.
 TC0830
 TC0830_MARKER: X = CHISELED CROSS
 TC0830_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 TC0830_SP_SET: OBJECT DRIVEN INTO GROUND
 TC0830_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TC0830
 TC0830  HISTORY     - Date     Condition        Report By
 TC0830  HISTORY     - 1914     MONUMENTED       IBC
 TC0830  HISTORY     - 1947     GOOD             IBC
 TC0830
 TC0830                          STATION DESCRIPTION
 TC0830
 TC0830'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC0830'ON THE NORTH BANK OF RAINY RIVER, OPPOSITE AND ONE - FOURTH MILE
 TC0830'UPRIVER FROM THE MOUTH OF RAPID RIVER.  THE STATION IS IN A HAYFIELD,
 TC0830'PROPERTY OF BILLY SLEEMAN, 4 METERS NORTHWEST OF A FENCE AND 37 METERS
 TC0830'SOUTHWEST OF THE FENCE CORNER AT A GATE.  IT IS 9 METERS ABOVE THE
 TC0830'RIVER AND 12 METERS FROM THE EDGE OF THE TOP OF THE BANK.
 TC0830'
 TC0830'STATION MARK--NO SURFACE MARK.  SUBSURFACE MARK IS A CROSS CUT IN A
 TC0830'STONE OVER A BALL OF WIRE.
 TC0830
 TC0830                          STATION RECOVERY (1947)
 TC0830
 TC0830'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1947 (NWS)
 TC0830'RECOVERED IN GOOD CONDITION IN 1937 AND 1947.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0833 ***********************************************************************
 TC0833  DESIGNATION -  BIRCH
 TC0833  PID         -  TC0833
 TC0833  STATE/COUNTY-  ON/RAINY RIVER
 TC0833  COUNTRY     -  CANADA
 TC0833  NTS MAPSHEET-  PINEWOOD (2020)
 TC0833
 TC0833                         *CURRENT SURVEY CONTROL
 TC0833  ______________________________________________________________________
 TC0833* NAD 83(1996) POSITION- 48 41 53.13639(N) 094 15 38.99265(W)   ADJUSTED
 TC0833* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 TC0833  ______________________________________________________________________
 TC0833  GEOID HEIGHT    -        -29.404 (meters)                     EGM08
 TC0833  HORZ ORDER      -  THIRD
 TC0833
 TC0833.The positional and height information provided upon this datasheet are not
 TC0833.officially recognized by the Government of Canada, provincial governments
 TC0833.within Canada, nor are they intended to replace or substitute for them.
 TC0833.The intent of sharing this data is to allow access to positions or heights
 TC0833.recognized by the United States Government. Passive control that is used by
 TC0833.both nations may share the same or similar designations or descriptions but
 TC0833.do not share official positions or heights. The 'Station Description' may
 TC0833.originate from a Canadian 'Station Report' and if so contains information
 TC0833.licensed under the 'Open Government License - Canada'.
 TC0833
 TC0833.The horizontal coordinates were established by classical geodetic methods
 TC0833.and adjusted by the National Geodetic Survey in March 1999.
 TC0833
 TC0833.The orthometric height was scaled from a topographic map.
 TC0833
 TC0833.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0833
 TC0833.Click photographs - Photos may exist for this station.
 TC0833
 TC0833. The following values were computed from the NAD 83(1996) position.
 TC0833
 TC0833;                    North         East     Units Scale Factor Converg.
 TC0833;UTM  15      - 5,394,662.066   407,224.479   MT  0.99970574   -0 56 50.1
 TC0833
 TC0833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0833!UTM  15      -   0.99995346  x   0.99970574  =   0.99965922
 TC0833
 TC0833:                Primary Azimuth Mark                     Grid Az
 TC0833:UTM  15      -  CRAIGEN                                  153 54 27.4
 TC0833
 TC0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP0722494662(NAD 83)
 TC0833
 TC0833|---------------------------------------------------------------------|
 TC0833| PID    Reference Object                     Distance      Geod. Az  |
 TC0833|                                                           dddmmss.s |
 TC0833| TC0883 CRAIGEN                             APPROX. 0.7 KM 1525737.3 |
 TC0833| TC0931 KAVANAUGH                           284.881 METERS 21141     |
 TC0833| TC1032 REF MON 121                         260.917 METERS 23945     |
 TC0833|---------------------------------------------------------------------|
 TC0833
 TC0833                          SUPERSEDED SURVEY CONTROL
 TC0833
 TC0833  NAD 83(1986)-  48 41 53.11917(N)    094 15 38.98410(W) AD(       ) 3
 TC0833
 TC0833.Superseded values are not recommended for survey control.
 TC0833
 TC0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0833.See file dsdata.pdf to determine how the superseded data were derived.
 TC0833
 TC0833_MARKER: X = CHISELED CROSS
 TC0833_SETTING: 80 = SET IN A BOULDER
 TC0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0833+STABILITY: SURFACE MOTION
 TC0833
 TC0833  HISTORY     - Date     Condition        Report By
 TC0833  HISTORY     - 1914     MONUMENTED       IBC
 TC0833
 TC0833                          STATION DESCRIPTION
 TC0833
 TC0833'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC0833'ON THE NORTH BANK OF RAINY RIVER, ABOUT 2-1/8 MILES SOUTHEAST OF
 TC0833'PINEWOOD, ONTARIO.  THE STATION IS ON A SLOPE OF THE BANK, ABOUT 2
 TC0833'METERS ABOVE AND 3 METERS BACK FROM THE RIVERS EDGE.  IT IS OPPOSITE
 TC0833'KAVANAGHS POINT.
 TC0833'
 TC0833'STATION MARK--A CROSS CUT IN A STONE.  SUBSURFACE MARK IS A BALL OF
 TC0833'WIRE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0818 ***********************************************************************
 RJ0818  DESIGNATION -  BIRCH IBC 1943
 RJ0818  PID         -  RJ0818
 RJ0818  STATE/COUNTY-  ON/ALGOMA
 RJ0818  COUNTRY     -  CANADA
 RJ0818  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ0818
 RJ0818                         *CURRENT SURVEY CONTROL
 RJ0818  ______________________________________________________________________
 RJ0818* NAD 83(1986) POSITION- 46 30 48.79382(N) 084 14 57.74107(W)   ADJUSTED
 RJ0818* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0818  ______________________________________________________________________
 RJ0818  GEOID HEIGHT    -        -37.201 (meters)                     EGM08
 RJ0818  HORZ ORDER      -  THIRD
 RJ0818
 RJ0818.The positional and height information provided upon this datasheet are not
 RJ0818.officially recognized by the Government of Canada, provincial governments
 RJ0818.within Canada, nor are they intended to replace or substitute for them.
 RJ0818.The intent of sharing this data is to allow access to positions or heights
 RJ0818.recognized by the United States Government. Passive control that is used by
 RJ0818.both nations may share the same or similar designations or descriptions but
 RJ0818.do not share official positions or heights. The 'Station Description' may
 RJ0818.originate from a Canadian 'Station Report' and if so contains information
 RJ0818.licensed under the 'Open Government License - Canada'.
 RJ0818
 RJ0818.The horizontal coordinates were established by classical geodetic methods
 RJ0818.and adjusted by the National Geodetic Survey in July 1986.
 RJ0818
 RJ0818.The orthometric height was scaled from a topographic map.
 RJ0818
 RJ0818.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0818
 RJ0818.Click photographs - Photos may exist for this station.
 RJ0818
 RJ0818. The following values were computed from the NAD 83(1986) position.
 RJ0818
 RJ0818;                    North         East     Units Scale Factor Converg.
 RJ0818;UTM  16      - 5,154,785.570   711,004.201   MT  1.00014730   +1 59 47.1
 RJ0818
 RJ0818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0818!UTM  16      -   0.99997824  x   1.00014730  =   1.00012554
 RJ0818
 RJ0818:                Primary Azimuth Mark                     Grid Az
 RJ0818:UTM  16      -  WITA IBC 1943                            023 32 50.2
 RJ0818
 RJ0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1100454785(NAD 83)
 RJ0818
 RJ0818|---------------------------------------------------------------------|
 RJ0818| PID    Reference Object                     Distance      Geod. Az  |
 RJ0818|                                                           dddmmss.s |
 RJ0818| RJ0817 WITA IBC 1943                       471.095 METERS 0253237.3 |
 RJ0818|---------------------------------------------------------------------|
 RJ0818
 RJ0818                          SUPERSEDED SURVEY CONTROL
 RJ0818
 RJ0818  NAD 27      -  46 30 48.71500(N)    084 14 57.60500(W) AD(       ) 3
 RJ0818
 RJ0818.Superseded values are not recommended for survey control.
 RJ0818
 RJ0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0818.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0818
 RJ0818_MARKER: Z = SEE DESCRIPTION
 RJ0818_SETTING: 0 = UNSPECIFIED SETTING
 RJ0818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0818
 RJ0818  HISTORY     - Date     Condition        Report By
 RJ0818  HISTORY     - 1943     MONUMENTED       IBC
 RJ0818
 RJ0818                          STATION DESCRIPTION
 RJ0818
 RJ0818'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0818'ON LOW OPEN GROUND 3 MILES DOWNSTREAM FROM TOPSAIL ISLAND AND
 RJ0818'OPPOSITE POINT LEWIS, SUGAR ISLAND.  IT IS 1/2 MILE NE OF DESERTED
 RJ0818'FARM BUILDINGS, 5 FEET E OF A LONE 8-INCH DOUBLE TRUCK BIRCH TREE,
 RJ0818'30 FEET BACK FROM AND 1 FOOT ABOVE HIGH - WATER MARK AND IN EDGE
 RJ0818'OF HAYFIELD.
 RJ0818'
 RJ0818'STATION MARK IS A PIECE OF NO 8 COPPER WIRE SET IN CYLINDER OF
 RJ0818'CONCRETE, 7 INCHES IN DIAMETER AND 10 INCHES LONG, SET 14 INCHES
 RJ0818'UNDERGROUND.  SURFACE MARK WAS A 2-INCH SQUARE STAKE DRIVEN OVER
 RJ0818'CENTER IN 1943.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0890 ***********************************************************************
 RJ0890  DESIGNATION -  BISH IBC 1944
 RJ0890  PID         -  RJ0890
 RJ0890  STATE/COUNTY-  ON/ALGOMA
 RJ0890  COUNTRY     -  CANADA
 RJ0890  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ0890
 RJ0890                         *CURRENT SURVEY CONTROL
 RJ0890  ______________________________________________________________________
 RJ0890* NAD 83(1986) POSITION- 46 19 57.54689(N) 084 06 10.82445(W)   ADJUSTED
 RJ0890* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0890  ______________________________________________________________________
 RJ0890  GEOID HEIGHT    -        -37.104 (meters)                     EGM08
 RJ0890  HORZ ORDER      -  THIRD
 RJ0890
 RJ0890.The positional and height information provided upon this datasheet are not
 RJ0890.officially recognized by the Government of Canada, provincial governments
 RJ0890.within Canada, nor are they intended to replace or substitute for them.
 RJ0890.The intent of sharing this data is to allow access to positions or heights
 RJ0890.recognized by the United States Government. Passive control that is used by
 RJ0890.both nations may share the same or similar designations or descriptions but
 RJ0890.do not share official positions or heights. The 'Station Description' may
 RJ0890.originate from a Canadian 'Station Report' and if so contains information
 RJ0890.licensed under the 'Open Government License - Canada'.
 RJ0890
 RJ0890.The horizontal coordinates were established by classical geodetic methods
 RJ0890.and adjusted by the National Geodetic Survey in July 1986.
 RJ0890
 RJ0890.The orthometric height was scaled from a topographic map.
 RJ0890
 RJ0890.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0890
 RJ0890.Click photographs - Photos may exist for this station.
 RJ0890
 RJ0890. The following values were computed from the NAD 83(1986) position.
 RJ0890
 RJ0890;                    North         East     Units Scale Factor Converg.
 RJ0890;UTM  16      - 5,135,087.682   722,968.496   MT  1.00021116   +2 05 47.2
 RJ0890
 RJ0890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0890!UTM  16      -   0.99997822  x   1.00021116  =   1.00018938
 RJ0890
 RJ0890:                Primary Azimuth Mark                     Grid Az
 RJ0890:UTM  16      -  REF MON 19 IBC 1944                      178 55 57.2
 RJ0890
 RJ0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2296835087(NAD 83)
 RJ0890
 RJ0890|---------------------------------------------------------------------|
 RJ0890| PID    Reference Object                     Distance      Geod. Az  |
 RJ0890|                                                           dddmmss.s |
 RJ0890| RJ0891 REF MON 19 IBC 1944                 APPROX. 1.7 KM 1810144.4 |
 RJ0890|---------------------------------------------------------------------|
 RJ0890
 RJ0890                          SUPERSEDED SURVEY CONTROL
 RJ0890
 RJ0890  NAD 27      -  46 19 57.48300(N)    084 06 10.72400(W) AD(       ) 3
 RJ0890
 RJ0890.Superseded values are not recommended for survey control.
 RJ0890
 RJ0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0890.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0890
 RJ0890_MARKER: H = DRILL HOLE
 RJ0890_SETTING: 66 = SET IN ROCK OUTCROP
 RJ0890_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RJ0890+STABILITY: POSITION/ELEVATION WELL
 RJ0890
 RJ0890  HISTORY     - Date     Condition        Report By
 RJ0890  HISTORY     - 1944     MONUMENTED       IBC
 RJ0890  HISTORY     - 1958     GOOD             IBC
 RJ0890
 RJ0890                          STATION DESCRIPTION
 RJ0890
 RJ0890'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RJ0890'ON EAST NEEBISH ISLAND, ACROSS THE S - CENTRAL PART OF THE EAST
 RJ0890'NEEBISH CHANNEL FROM SUGAR ISLAND, AND A MILE N OF ST JOSEPH ISLAND.
 RJ0890'IT IS ON SOLID LEDGE ROCK RISING FROM THE WATERS EDGE ON THE SW SHORE
 RJ0890'OF THE LONG S PENINSULA ON THE ISLAND, OPPOSITE THE S END OF
 RJ0890'BEKWABEKUNG ISLAND.  IT IS 6 FEET ABOVE THE WATER AND 8 FEET FROM IT.
 RJ0890'BROKEN ROCK AND PINE TREES ARE JUST INSIDE THE STATION, WITH A
 RJ0890'20-FOOT LEDGE 30 FEET NE.
 RJ0890'
 RJ0890'STATION MARK IS A 3/4-INCH DRILL HOLE 3/4 INCH DEEP IN THE SOLID
 RJ0890'ROCK SHOULDER.
 RJ0890
 RJ0890                          STATION RECOVERY (1958)
 RJ0890
 RJ0890'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0890'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 SZ0060 ***********************************************************************
 SZ0060  DESIGNATION -  BLAKE
 SZ0060  PID         -  SZ0060
 SZ0060  STATE/COUNTY-  ON/THUNDER BAY
 SZ0060  COUNTRY     -  CANADA
 SZ0060  NTS MAPSHEET-  JARVIS RIVER (2020)
 SZ0060
 SZ0060                         *CURRENT SURVEY CONTROL
 SZ0060  ______________________________________________________________________
 SZ0060* NAD 83(1996) POSITION- 48 11 49.88583(N) 089 29 12.43775(W)   ADJUSTED
 SZ0060* NAVD 88 ORTHO HEIGHT -   503.    (meters)     1650.    (feet) SCALED
 SZ0060  ______________________________________________________________________
 SZ0060  GEOID HEIGHT    -        -35.335 (meters)                     EGM08
 SZ0060  HORZ ORDER      -  FIRST
 SZ0060
 SZ0060.The positional and height information provided upon this datasheet are not
 SZ0060.officially recognized by the Government of Canada, provincial governments
 SZ0060.within Canada, nor are they intended to replace or substitute for them.
 SZ0060.The intent of sharing this data is to allow access to positions or heights
 SZ0060.recognized by the United States Government. Passive control that is used by
 SZ0060.both nations may share the same or similar designations or descriptions but
 SZ0060.do not share official positions or heights. The 'Station Description' may
 SZ0060.originate from a Canadian 'Station Report' and if so contains information
 SZ0060.licensed under the 'Open Government License - Canada'.
 SZ0060
 SZ0060.The horizontal coordinates were established by classical geodetic methods
 SZ0060.and adjusted by the National Geodetic Survey in March 1999.
 SZ0060
 SZ0060.The orthometric height was scaled from a topographic map.
 SZ0060
 SZ0060.Significant digits in the geoid height do not necessarily reflect accuracy.
 SZ0060
 SZ0060.Click photographs - Photos may exist for this station.
 SZ0060
 SZ0060. The following values were computed from the NAD 83(1996) position.
 SZ0060
 SZ0060;                    North         East     Units Scale Factor Converg.
 SZ0060;UTM  16      - 5,341,207.747   315,211.203   MT  1.00001958   -1 51 15.4
 SZ0060
 SZ0060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SZ0060!UTM  16      -   0.99992668  x   1.00001958  =   0.99994626
 SZ0060
 SZ0060:                Primary Azimuth Mark                     Grid Az
 SZ0060:UTM  16      -  MCKAY                                    044 00 07.9
 SZ0060
 SZ0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16UCU1521141207(NAD 83)
 SZ0060
 SZ0060|---------------------------------------------------------------------|
 SZ0060| PID    Reference Object                     Distance      Geod. Az  |
 SZ0060|                                                           dddmmss.s |
 SZ0060| SZ0061 MCKAY                               APPROX.22.1 KM 0420852.5 |
 SZ0060|---------------------------------------------------------------------|
 SZ0060
 SZ0060                          SUPERSEDED SURVEY CONTROL
 SZ0060
 SZ0060  NAD 83(1986)-  48 11 49.86720(N)    089 29 12.41569(W) AD(       ) 1
 SZ0060  NAD 27      -  48 11 50.29900(N)    089 29 12.12900(W) AD(       ) 1
 SZ0060
 SZ0060.Superseded values are not recommended for survey control.
 SZ0060
 SZ0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SZ0060.See file dsdata.pdf to determine how the superseded data were derived.
 SZ0060
 SZ0060_MARKER: B = BOLT
 SZ0060_SETTING: 0 = UNSPECIFIED SETTING
 SZ0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SZ0060
 SZ0060  HISTORY     - Date     Condition        Report By
 SZ0060  HISTORY     - 1913     MONUMENTED       GSC
 SZ0060
 SZ0060                          STATION DESCRIPTION
 SZ0060
 SZ0060'DESCRIBED BY GEODETIC SURVEY OF CANADA 1913
 SZ0060'IN SOUTHWEST CORNER OF BLAKE TOWNSHIP, AND ON SUMMIT OF SOUTHERN
 SZ0060'SHOULDER OF HILL WHICH RISES ABRUPTLY FROM WESTERN SHORE OF
 SZ0060'MUD LAKE AND THE NORTHERN PART OF WHICH IS QUITE PRECIPITOUS.
 SZ0060'TO REACH FROM TWIN CITY JUNCTION, NEAR FORT WILLIAMS, FOLLOW
 SZ0060'PIGEON RIVER ROAD SOUTH ABOUT 25 MILES.  MARKED BY COPPER
 SZ0060'BOLT STAMPED G.S.C. 1913 IN SOLID ROCK.  THREE REFERENCE
 SZ0060'BOLTS ARE AS FOLLOWS--NO. 1, 12.17 METERS (39.9 FEET) FROM
 SZ0060'STATION N 75 DEG 15 MIN E.  NO. 2, 6.00 METERS (19.7
 SZ0060'FEET) FROM STATION S 05 DEG 54 MIN W.  AND NO. 3, 8.75
 SZ0060'METERS (28.7 FEET) FROM STATION N 37 DEG 01 MIN W.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1256 ***********************************************************************
 RJ1256  DESIGNATION -  BLAM BIP+342
 RJ1256  PID         -  RJ1256
 RJ1256  STATE/COUNTY-  ON/ALGOMA
 RJ1256  COUNTRY     -  CANADA
 RJ1256  NTS MAPSHEET-  041K07 (2020)
 RJ1256
 RJ1256                         *CURRENT SURVEY CONTROL
 RJ1256  ______________________________________________________________________
 RJ1256* NAD 83(1986) POSITION- 46 28 21.52965(N) 084 31 15.85145(W)   ADJUSTED
 RJ1256* NAVD 88 ORTHO HEIGHT -   186.6   (meters)      612.    (feet) VERTCON
 RJ1256  ______________________________________________________________________
 RJ1256  GEOID HEIGHT    -        -36.936 (meters)                     EGM08
 RJ1256  HORZ ORDER      -  FIRST
 RJ1256
 RJ1256.The positional and height information provided upon this datasheet are not
 RJ1256.officially recognized by the Government of Canada, provincial governments
 RJ1256.within Canada, nor are they intended to replace or substitute for them.
 RJ1256.The intent of sharing this data is to allow access to positions or heights
 RJ1256.recognized by the United States Government. Passive control that is used by
 RJ1256.both nations may share the same or similar designations or descriptions but
 RJ1256.do not share official positions or heights. The 'Station Description' may
 RJ1256.originate from a Canadian 'Station Report' and if so contains information
 RJ1256.licensed under the 'Open Government License - Canada'.
 RJ1256
 RJ1256.The horizontal coordinates were established by GPS observations
 RJ1256.and adjusted by the National Geodetic Survey in May 1990.
 RJ1256
 RJ1256.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1256
 RJ1256.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1256
 RJ1256.Click photographs - Photos may exist for this station.
 RJ1256
 RJ1256. The following values were computed from the NAD 83(1986) position.
 RJ1256
 RJ1256;                    North         East     Units Scale Factor Converg.
 RJ1256;UTM  16      - 5,149,549.811   690,305.378   MT  1.00004519   +1 47 52.3
 RJ1256
 RJ1256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1256!UTM  16      -   0.99997655  x   1.00004519  =   1.00002173
 RJ1256
 RJ1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9030549549(NAD 83)
 RJ1256
 RJ1256                          SUPERSEDED SURVEY CONTROL
 RJ1256
 RJ1256  NGVD 29 (05/22/90)  186.5    (m)  RAPSU86  model used  GPS OBS        
 RJ1256
 RJ1256.Superseded values are not recommended for survey control.
 RJ1256
 RJ1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1256.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1256
 RJ1256_MARKER: DS = TRIANGULATION STATION DISK
 RJ1256_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1256+WITH SETTING: INFORMATION.
 RJ1256_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 RJ1256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ1256+SATELLITE: SATELLITE OBSERVATIONS - 1988
 RJ1256
 RJ1256  HISTORY     - Date     Condition        Report By
 RJ1256  HISTORY     - 1988     MONUMENTED       USACE
 RJ1256
 RJ1256                          STATION DESCRIPTION
 RJ1256
 RJ1256'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1256'THE STATION IS LOCATED ABOUT 13.7 KM (8.5 MI) WEST-SOUTHWEST OF SAULT
 RJ1256'STE MARIE.
 RJ1256'8.7 KM (5.4 MI) NORTHEAST OF BRIMLEY
 RJ1256'IN SEC 22 TWP OF PARKE DISTRICT OF ALGOMA.
 RJ1256'OWNERSHIP--CITY OF SAULT STE MARIE, CANADA
 RJ1256'
 RJ1256'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 550 AND
 RJ1256'HIGHWAY 565 WEST OF SAULT STE MARIE ONTARIO, GO SOUTH FOR 9.3 KM
 RJ1256'(5.75 MI) ON HIGHWAY 565 TO POINTE DES CHENES MUNICIPAL PARK (FIRST
 RJ1256'GATE). FOLLOW ROAD APPROXIMATELY 0.2 KM (0.15 MI) TO DIRT PATH
 RJ1256'EAST OF SMALL CHANNEL LEADING SOUTH TOWARDS THE WATER, FOLLOW
 RJ1256'DIRT PATH 61 M (200 FT) GOING SOUTH TO THE EDGE OF GRASS AND
 RJ1256'STATION APPROXIMATELY 8 M (25 FT) EAST OF THE DIRT PATH.
 RJ1256'
 RJ1256'STATION IS A STANDARD COE DISK
 RJ1256'STAMPED BIP + 342
 RJ1256'SET INTO A PVC PIPE AND ATTACHED TO AN ALUMINUM ROD DRIVEN INTO THE
 RJ1256'GROUND 23 M (75 FT) TO POINT OF REFUSAL.
 RJ1256'
 RJ1256'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 QJ0205 ***********************************************************************
 QJ0205  DESIGNATION -  BOOM POINT USLS 1904
 QJ0205  PID         -  QJ0205
 QJ0205  STATE/COUNTY-  ON/MANITOULIN
 QJ0205  COUNTRY     -  CANADA
 QJ0205  NTS MAPSHEET-  MELDRUM BAY (2020)
 QJ0205
 QJ0205                         *CURRENT SURVEY CONTROL
 QJ0205  ______________________________________________________________________
 QJ0205* NAD 83(1986) POSITION- 45 50 59.57657(N) 083 21 20.13068(W)   ADJUSTED
 QJ0205* NAVD 88 ORTHO HEIGHT -   177.    (meters)      581.    (feet) SCALED
 QJ0205  ______________________________________________________________________
 QJ0205  GEOID HEIGHT    -        -37.764 (meters)                     EGM08
 QJ0205  HORZ ORDER      -  SECOND
 QJ0205
 QJ0205.The positional and height information provided upon this datasheet are not
 QJ0205.officially recognized by the Government of Canada, provincial governments
 QJ0205.within Canada, nor are they intended to replace or substitute for them.
 QJ0205.The intent of sharing this data is to allow access to positions or heights
 QJ0205.recognized by the United States Government. Passive control that is used by
 QJ0205.both nations may share the same or similar designations or descriptions but
 QJ0205.do not share official positions or heights. The 'Station Description' may
 QJ0205.originate from a Canadian 'Station Report' and if so contains information
 QJ0205.licensed under the 'Open Government License - Canada'.
 QJ0205
 QJ0205.The horizontal coordinates were established by classical geodetic methods
 QJ0205.and adjusted by the National Geodetic Survey in July 1986.
 QJ0205
 QJ0205.The orthometric height was scaled from a topographic map.
 QJ0205
 QJ0205.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0205
 QJ0205.Click photographs - Photos may exist for this station.
 QJ0205
 QJ0205. The following values were computed from the NAD 83(1986) position.
 QJ0205
 QJ0205;                    North         East     Units Scale Factor Converg.
 QJ0205;UTM  17      - 5,080,066.921   317,109.894   MT  1.00001123   -1 41 26.3
 QJ0205
 QJ0205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0205!UTM  17      -   0.99997818  x   1.00001123  =   0.99998941
 QJ0205
 QJ0205:                Primary Azimuth Mark                     Grid Az
 QJ0205:UTM  17      -  LIME USLS 1904                           076 55 29.7
 QJ0205
 QJ0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL1710980066(NAD 83)
 QJ0205
 QJ0205|---------------------------------------------------------------------|
 QJ0205| PID    Reference Object                     Distance      Geod. Az  |
 QJ0205|                                                           dddmmss.s |
 QJ0205| QJ0201 LIME USLS 1904                      APPROX.10.9 KM 0751403.4 |
 QJ0205|---------------------------------------------------------------------|
 QJ0205
 QJ0205                          SUPERSEDED SURVEY CONTROL
 QJ0205
 QJ0205  NAD 27      -  45 50 59.50000(N)    083 21 20.17400(W) AD(       ) 2
 QJ0205
 QJ0205.Superseded values are not recommended for survey control.
 QJ0205
 QJ0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0205.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0205
 QJ0205_MARKER: Z = SEE DESCRIPTION
 QJ0205_SETTING: 0 = UNSPECIFIED SETTING
 QJ0205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0205
 QJ0205  HISTORY     - Date     Condition        Report By
 QJ0205  HISTORY     - 1904     MONUMENTED       USLS
 QJ0205
 QJ0205                          STATION DESCRIPTION
 QJ0205
 QJ0205'DESCRIBED BY US LAKE SURVEY 1904
 QJ0205'ON SOUTHEAST CORNER OF COCKBURN ISLAND, ON BANK OF GRAVEL NEAR
 QJ0205'TREE LINE, ABOUT 8
 QJ0205'FEET ABOVE WATER LEVEL, 18 FEET FROM A 7-INCH SPRUCE TREE, 24.6
 QJ0205'FEET FROM 8-INCH BALSAM TREE, NEAR
 QJ0205'DEAD 14-INCH PINE TREE, AND 51.6 FEET FROM A
 QJ0205'CROOKED 10-INCH CEDAR TREE.  MARKED BY QUART BOTTLE,
 QJ0205'NECK UP, 18 INCHES BELOW
 QJ0205'SURFACE OF GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 PH2265 ***********************************************************************
 PH2265  DESIGNATION -  BOOTS IBC
 PH2265  PID         -  PH2265
 PH2265  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 PH2265  COUNTRY     -  CANADA
 PH2265  NTS MAPSHEET-  CORNWALL (2020)
 PH2265
 PH2265                         *CURRENT SURVEY CONTROL
 PH2265  ______________________________________________________________________
 PH2265* NAD 83(1996) POSITION- 45 00 11.37173(N) 074 40 30.62987(W)   ADJUSTED
 PH2265* NAVD 88 ORTHO HEIGHT -    45.    (meters)      148.    (feet) SCALED
 PH2265  ______________________________________________________________________
 PH2265  GEOID HEIGHT    -        -31.277 (meters)                     EGM08
 PH2265  HORZ ORDER      -  THIRD
 PH2265
 PH2265.The positional and height information provided upon this datasheet are not
 PH2265.officially recognized by the Government of Canada, provincial governments
 PH2265.within Canada, nor are they intended to replace or substitute for them.
 PH2265.The intent of sharing this data is to allow access to positions or heights
 PH2265.recognized by the United States Government. Passive control that is used by
 PH2265.both nations may share the same or similar designations or descriptions but
 PH2265.do not share official positions or heights. The 'Station Description' may
 PH2265.originate from a Canadian 'Station Report' and if so contains information
 PH2265.licensed under the 'Open Government License - Canada'.
 PH2265
 PH2265.The horizontal coordinates were established by classical geodetic methods
 PH2265.and adjusted by the National Geodetic Survey in January 1999.
 PH2265
 PH2265.The orthometric height was scaled from a topographic map.
 PH2265
 PH2265.Significant digits in the geoid height do not necessarily reflect accuracy.
 PH2265
 PH2265.Click photographs - Photos may exist for this station.
 PH2265
 PH2265. The following values were computed from the NAD 83(1996) position.
 PH2265
 PH2265;                    North         East     Units Scale Factor Converg.
 PH2265;UTM  18      - 4,983,352.619   525,599.775   MT  0.99960806   +0 13 46.9
 PH2265
 PH2265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2265!UTM  18      -   0.99999787  x   0.99960806  =   0.99960593
 PH2265
 PH2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ2559983352(NAD 83)
 PH2265
 PH2265                          SUPERSEDED SURVEY CONTROL
 PH2265
 PH2265  NAD 83(1986)-  45 00 11.36486(N)    074 40 30.63673(W) AD(       ) 3
 PH2265  NAD 27      -  45 00 11.17800(N)    074 40 32.01400(W) AD(       ) 3
 PH2265
 PH2265.Superseded values are not recommended for survey control.
 PH2265
 PH2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2265.See file dsdata.pdf to determine how the superseded data were derived.
 PH2265
 PH2265_MARKER: DD = SURVEY DISK
 PH2265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH2265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH2265+STABILITY: SURFACE MOTION
 PH2265
 PH2265  HISTORY     - Date     Condition        Report By
 PH2265  HISTORY     - 1959     MONUMENTED       IBC
 PH2265  HISTORY     - 1963     GOOD             IBC
 PH2265
 PH2265                          STATION DESCRIPTION
 PH2265
 PH2265'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PH2265'ON THE SOUTHEAST POINT OF CORNWALL ISLAND.  ON THE ST LAWRENCE SEAWAY
 PH2265'AUTHORITY PROPERTY ADJACENT TO THAT OF PETER BOOTS.  ABOUT 3-1/2 FEET
 PH2265'EAST OF A N - S FENCE RUNNING ALONG THE WESTERN BOUNDARY OF THE
 PH2265'PROPERTY OF PETER BOOTS TO THE RIVER.  ABOUT 37 FEET FROM THE TOP OF
 PH2265'THE RIVER BANK AND ABOUT 282 FEET WESTERLY FROM SEAWAY LIGHT NO 2.
 PH2265'
 PH2265'STATION MARK--AN IBC STANDARD BRONZE DISK STATION MARK SET FLUSH
 PH2265'WITH THE GROUND IN THE TOP OF A CYLINDER OF CONCRETE 6 INCHES IN
 PH2265'DIAMETER.  THE SUBSURFACE MARK IS A SCREW SET IN A CYLINDER OF
 PH2265'CONCRETE 6 INCHES IN DIAMETER AND TWO FEET BELOW THE SURFACE OF THE
 PH2265'GROUND.  THE STATION IS REFERENCED BY INTERNATIONAL BOUNDARY REFERENCE
 PH2265'MONUMENT 2 - 59 WHICH LIES N 52 DEG 51 MIN W, DISTANT
 PH2265'48.15 FEET.
 PH2265
 PH2265                          STATION RECOVERY (1963)
 PH2265
 PH2265'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963 (WMS)
 PH2265'STATION RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0208 ***********************************************************************
 RJ0208  DESIGNATION -  BOUL
 RJ0208  PID         -  RJ0208
 RJ0208  STATE/COUNTY-  ON/ALGOMA
 RJ0208  COUNTRY     -  CANADA
 RJ0208  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ0208
 RJ0208                         *CURRENT SURVEY CONTROL
 RJ0208  ______________________________________________________________________
 RJ0208* NAD 83(1986) POSITION- 46 18 45.     (N) 084 04 42.     (W)   SCALED
 RJ0208* NAVD 88 ORTHO HEIGHT -   177.534 (meters)      582.46  (feet) ADJUSTED
 RJ0208  ______________________________________________________________________
 RJ0208  GEOID HEIGHT    -        -37.101 (meters)                     EGM08
 RJ0208  DYNAMIC HEIGHT  -        177.543 (meters)      582.49  (feet) COMP
 RJ0208  MODELED GRAVITY -    980,662.2   (mgal)                       NAVD 88
 RJ0208
 RJ0208  VERT ORDER      -  FIRST     CLASS I
 RJ0208
 RJ0208.The positional and height information provided upon this datasheet are not
 RJ0208.officially recognized by the Government of Canada, provincial governments
 RJ0208.within Canada, nor are they intended to replace or substitute for them.
 RJ0208.The intent of sharing this data is to allow access to positions or heights
 RJ0208.recognized by the United States Government. Passive control that is used by
 RJ0208.both nations may share the same or similar designations or descriptions but
 RJ0208.do not share official positions or heights. The 'Station Description' may
 RJ0208.originate from a Canadian 'Station Report' and if so contains information
 RJ0208.licensed under the 'Open Government License - Canada'.
 RJ0208
 RJ0208.The horizontal coordinates were scaled from a map and have
 RJ0208.an estimated accuracy of +/- 6 seconds.
 RJ0208
 RJ0208.The orthometric height was determined by differential leveling and
 RJ0208.adjusted by the NATIONAL GEODETIC SURVEY
 RJ0208.in June 1991.
 RJ0208
 RJ0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0208
 RJ0208.Click photographs - Photos may exist for this station.
 RJ0208
 RJ0208.The dynamic height is computed by dividing the NAVD 88
 RJ0208.geopotential number by the normal gravity value computed on the
 RJ0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0208.degrees latitude (g = 980.6199 gals.).
 RJ0208
 RJ0208.The modeled gravity was interpolated from observed gravity values.
 RJ0208
 RJ0208
 RJ0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS249329(NAD 83)
 RJ0208
 RJ0208                          SUPERSEDED SURVEY CONTROL
 RJ0208
 RJ0208  NGVD 29 (??/??/92)  177.517  (m)          582.40   (f) ADJ UNCH    1 1
 RJ0208
 RJ0208.Superseded values are not recommended for survey control.
 RJ0208
 RJ0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0208.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0208
 RJ0208_MARKER: B = BOLT
 RJ0208_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RJ0208_SP_SET: PILLAR
 RJ0208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0208+SATELLITE: SATELLITE OBSERVATIONS - November 12, 1969
 RJ0208
 RJ0208  HISTORY     - Date     Condition        Report By
 RJ0208  HISTORY     - 1969     MONUMENTED       NONE
 RJ0208  HISTORY     - 1969     GOOD             USLS
 RJ0208  HISTORY     - 19691112 GOOD             USLS
 RJ0208
 RJ0208                          STATION DESCRIPTION
 RJ0208
 RJ0208'DESCRIBED BY US LAKE SURVEY 1969
 RJ0208'AT ST JOSEPH ISLAND.
 RJ0208'BOUL IS ON ST. JOSEPH ISLAND, ALGOMA COUNTY, ONTARIO, CANADA,
 RJ0208'AT BOULANGER POINT, FROM FERRY DOCK PROCEED SOUTHEAST 1.5 MILES
 RJ0208'TO INTERSECTION OF HIGHWAY NO. 548, TURN RIGHT, GO SOUTHWEST
 RJ0208'2.5 MILES TO INTERSECTION OF D LINE ROAD, CONTINUE SOUTHWEST
 RJ0208'2.5 MILES TO INTERSECTION OF A LINE ROAD, TURN RIGHT, GO NORTHEAST
 RJ0208'1.3 MILES TO INTERSECTION OF HIGHWAY NO. 548, CONTINUE NORTHWEST
 RJ0208'1.3 MILES TO INTERSECTION, TURN RIGHT, GO 1.4 MILES NORTHEAST
 RJ0208'TO T-INTERSECTION, TURN LEFT, GO 1.5 MILES NORTHERLY TO VICINITY
 RJ0208'OF MARK AT OLD FERRY DOCK, 2-FEET ABOVE THE WATER SURFACE,
 RJ0208'BEING HIGHEST POINT ON TOP OF A 1/2-INCH DIAMETER BOLT SET IN
 RJ0208'THE TOP OF 3 X 5 FOOT CONCRETE PILLAR, ABOUT 3 FEET FROM THE
 RJ0208'END OF OLD DOCK.
 RJ0208
 RJ0208                          STATION RECOVERY (1969)
 RJ0208
 RJ0208'RECOVERY NOTE BY US LAKE SURVEY 1969 (UNK)
 RJ0208'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TB1114 ***********************************************************************
 TB1114  DESIGNATION -  BOUNDARY LATE
 TB1114  PID         -  TB1114
 TB1114  STATE/COUNTY-  ON/RAINY RIVER
 TB1114  COUNTRY     -  CANADA
 TB1114  NTS MAPSHEET-  SEINE BAY (2020)
 TB1114
 TB1114                         *CURRENT SURVEY CONTROL
 TB1114  ______________________________________________________________________
 TB1114* NAD 83(1996) POSITION- 48 32 47.28061(N) 092 43 18.33066(W)   ADJUSTED
 TB1114* NAVD 88 ORTHO HEIGHT -   338.    (meters)     1109.    (feet) SCALED
 TB1114  ______________________________________________________________________
 TB1114  GEOID HEIGHT    -        -31.730 (meters)                     EGM08
 TB1114  HORZ ORDER      -  FIRST
 TB1114
 TB1114.The positional and height information provided upon this datasheet are not
 TB1114.officially recognized by the Government of Canada, provincial governments
 TB1114.within Canada, nor are they intended to replace or substitute for them.
 TB1114.The intent of sharing this data is to allow access to positions or heights
 TB1114.recognized by the United States Government. Passive control that is used by
 TB1114.both nations may share the same or similar designations or descriptions but
 TB1114.do not share official positions or heights. The 'Station Description' may
 TB1114.originate from a Canadian 'Station Report' and if so contains information
 TB1114.licensed under the 'Open Government License - Canada'.
 TB1114
 TB1114.The horizontal coordinates were established by classical geodetic methods
 TB1114.and adjusted by the National Geodetic Survey in March 1999.
 TB1114
 TB1114.The orthometric height was scaled from a topographic map.
 TB1114
 TB1114.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB1114
 TB1114.Click photographs - Photos may exist for this station.
 TB1114
 TB1114. The following values were computed from the NAD 83(1996) position.
 TB1114
 TB1114;                    North         East     Units Scale Factor Converg.
 TB1114;UTM  15      - 5,377,078.016   520,535.411   MT  0.99960518   +0 12 30.7
 TB1114
 TB1114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TB1114!UTM  15      -   0.99995195  x   0.99960518  =   0.99955715
 TB1114
 TB1114:                Primary Azimuth Mark                     Grid Az
 TB1114:UTM  15      -  MANITOU                                  296 06 03.7
 TB1114
 TB1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UWP2053577078(NAD 83)
 TB1114
 TB1114|---------------------------------------------------------------------|
 TB1114| PID    Reference Object                     Distance      Geod. Az  |
 TB1114|                                                           dddmmss.s |
 TB1114| CJ2274 BOUNDARY LATE RM                      3.145 METERS 12210     |
 TB1114| TB1119 MANITOU                             APPROX. 7.8 KM 2961834.4 |
 TB1114|---------------------------------------------------------------------|
 TB1114
 TB1114                          SUPERSEDED SURVEY CONTROL
 TB1114
 TB1114  NAD 83(1986)-  48 32 47.27866(N)    092 43 18.36736(W) AD(       ) 1
 TB1114  NAD 27      -  48 32 47.64670(N)    092 43 17.87720(W) AD(       ) 1
 TB1114  USSD        -  48 32 48.04100(N)    092 43 17.56300(W) AD(       ) 3
 TB1114
 TB1114.Superseded values are not recommended for survey control.
 TB1114
 TB1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB1114.See file dsdata.pdf to determine how the superseded data were derived.
 TB1114
 TB1114
 TB1114  HISTORY     - Date     Condition        Report By
 TB1114  HISTORY     - 1914     MONUMENTED       IBC
 TB1114  HISTORY     - 1923     GOOD             CGS
 TB1114  HISTORY     - 1925     GOOD             CGS
 TB1114
 TB1114                          STATION DESCRIPTION
 TB1114
 TB1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (CMD)
 TB1114'STATION RECOVERED IN GOOD CONDITION.
 TB1114
 TB1114                          STATION RECOVERY (1925)
 TB1114
 TB1114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1925
 TB1114'ON RAINY LAKE, 10 MILES EAST OF BRULE NARROWS, 5 MILES NORTHWEST
 TB1114'OF KETTLE FALLS, 31 MILES EAST OF RAINER, MINN., ON HIGHEST POINT
 TB1114'OF SECOND ISLAND SOUTH OF FIRST ISLAND WEST OF BLACK POINT,
 TB1114'WHICH IS ALSO NORTHWEST ONE OF GROUP OF 5 SMALL ISLANDS, AND
 TB1114'3 METERS (10 FEET) ABOVE LAKE LEVEL.  MARKED BY STANDARD
 TB1114'BRONZE DISK OF INTERNATIONAL BOUNDARY COMMISSION IN LEDGE
 TB1114'ROCK.  FOUR EYE BOLTS, USED FOR GUY WIRES, ARE IN LEDGE AS
 TB1114'FOLLOWS--3.25 METERS (10.7 FEET) SOUTH, 3.80 METERS (12.5
 TB1114'FEET) WEST, 4.55 METERS (14.9 FEET) NORTH, AND 3.82 METERS
 TB1114'(12.5 FEET) EAST OF STATION.  REFERENCE MARK IS STANDARD
 TB1114'REFERENCE DISK IN ROCK, 3.145 METERS (10.32 FEET)
 TB1114'FROM STATION S 47 DEG 50 MIN E.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TA0096 ***********************************************************************
 TA0096  DESIGNATION -  BOUNDARY MON 760
 TA0096  PID         -  TA0096
 TA0096  STATE/COUNTY-  ON/RAINY RIVER
 TA0096  COUNTRY     -  CANADA
 TA0096  NTS MAPSHEET-  BASSWOOD LAKE (2020)
 TA0096
 TA0096                         *CURRENT SURVEY CONTROL
 TA0096  ______________________________________________________________________
 TA0096* NAD 83(1986) POSITION- 48 06 59.82   (N) 091 42 41.89   (W)   HD_HELD1
 TA0096* NAVD 88 ORTHO HEIGHT -   381.882 (meters)     1252.89  (feet) ADJUSTED
 TA0096  ______________________________________________________________________
 TA0096  GEOID HEIGHT    -        -31.582 (meters)                     EGM08
 TA0096  DYNAMIC HEIGHT  -        381.946 (meters)     1253.10  (feet) COMP
 TA0096  MODELED GRAVITY -    980,768.5   (mgal)                       NAVD 88
 TA0096
 TA0096  VERT ORDER      -  SECOND    CLASS 0
 TA0096
 TA0096.The positional and height information provided upon this datasheet are not
 TA0096.officially recognized by the Government of Canada, provincial governments
 TA0096.within Canada, nor are they intended to replace or substitute for them.
 TA0096.The intent of sharing this data is to allow access to positions or heights
 TA0096.recognized by the United States Government. Passive control that is used by
 TA0096.both nations may share the same or similar designations or descriptions but
 TA0096.do not share official positions or heights. The 'Station Description' may
 TA0096.originate from a Canadian 'Station Report' and if so contains information
 TA0096.licensed under the 'Open Government License - Canada'.
 TA0096
 TA0096.The horizontal coordinates were determined by differentially corrected
 TA0096.hand held GPS observations or other comparable positioning techniques
 TA0096.and have an estimated accuracy of +/- 3 meters.
 TA0096
 TA0096.The orthometric height was determined by differential leveling and
 TA0096.adjusted by the NATIONAL GEODETIC SURVEY
 TA0096.in June 1991.
 TA0096
 TA0096.Significant digits in the geoid height do not necessarily reflect accuracy.
 TA0096
 TA0096.Click photographs - Photos may exist for this station.
 TA0096
 TA0096.The dynamic height is computed by dividing the NAVD 88
 TA0096.geopotential number by the normal gravity value computed on the
 TA0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TA0096.degrees latitude (g = 980.6199 gals.).
 TA0096
 TA0096.The modeled gravity was interpolated from observed gravity values.
 TA0096
 TA0096
 TA0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UWP9588830064(NAD 83)
 TA0096
 TA0096                          SUPERSEDED SURVEY CONTROL
 TA0096
 TA0096  NGVD 29 (??/??/92)  381.634  (m)         1252.08   (f) ADJ UNCH    2 0
 TA0096
 TA0096.Superseded values are not recommended for survey control.
 TA0096
 TA0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TA0096.See file dsdata.pdf to determine how the superseded data were derived.
 TA0096
 TA0096_MARKER: DD = SURVEY DISK
 TA0096_SETTING: 66 = SET IN ROCK OUTCROP
 TA0096_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TA0096+STABILITY: POSITION/ELEVATION WELL
 TA0096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TA0096+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1935
 TA0096
 TA0096  HISTORY     - Date     Condition        Report By
 TA0096  HISTORY     - UNK      MONUMENTED       IBC
 TA0096  HISTORY     - 19350617 GOOD             CGS
 TA0096
 TA0096                          STATION DESCRIPTION
 TA0096
 TA0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TA0096'AT CROOKED LAKE CABIN.
 TA0096'NEAR CROOKED LAKE CABIN, LAKE COUNTY, AT THE EXTREME SOUTHEASTERN
 TA0096'END OF CROOKED LAKE, NEAR THE FALLS FROM BASSWOOD RIVER, ON THE
 TA0096'NORTHWEST END OF A SMALL ROCK ISLAND WHICH RISES 0.3 YARD ABOVE
 TA0096'THE WATER, AND IN THE TOP OF A ROCK.  AN INTERNATIONAL BOUNDARY
 TA0096'COMMISSION STANDARD 8-INCH BRONZE POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC1001 ***********************************************************************
 TC1001  DESIGNATION -  BOUNDARY REF MON 1
 TC1001  PID         -  TC1001
 TC1001  STATE/COUNTY-  ON/KENORA
 TC1001  COUNTRY     -  CANADA
 TC1001  NTS MAPSHEET-  BERRY POINT (2020)
 TC1001
 TC1001                         *CURRENT SURVEY CONTROL
 TC1001  ______________________________________________________________________
 TC1001* NAD 83(1996) POSITION- 49 23 04.13290(N) 095 08 49.20567(W)   ADJUSTED
 TC1001* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 TC1001  ______________________________________________________________________
 TC1001  GEOID HEIGHT    -        -29.327 (meters)                     EGM08
 TC1001  HORZ ORDER      -  THIRD
 TC1001
 TC1001.The positional and height information provided upon this datasheet are not
 TC1001.officially recognized by the Government of Canada, provincial governments
 TC1001.within Canada, nor are they intended to replace or substitute for them.
 TC1001.The intent of sharing this data is to allow access to positions or heights
 TC1001.recognized by the United States Government. Passive control that is used by
 TC1001.both nations may share the same or similar designations or descriptions but
 TC1001.do not share official positions or heights. The 'Station Description' may
 TC1001.originate from a Canadian 'Station Report' and if so contains information
 TC1001.licensed under the 'Open Government License - Canada'.
 TC1001
 TC1001.The horizontal coordinates were established by classical geodetic methods
 TC1001.and adjusted by the National Geodetic Survey in March 1999.
 TC1001
 TC1001.The orthometric height was scaled from a topographic map.
 TC1001
 TC1001.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1001
 TC1001.Click photographs - Photos may exist for this station.
 TC1001
 TC1001. The following values were computed from the NAD 83(1996) position.
 TC1001
 TC1001;                    North         East     Units Scale Factor Converg.
 TC1001;UTM  15      - 5,472,414.801   344,180.708   MT  0.99989825   -1 37 48.4
 TC1001
 TC1001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1001!UTM  15      -   0.99995345  x   0.99989825  =   0.99985170
 TC1001
 TC1001:                Primary Azimuth Mark                     Grid Az
 TC1001:UTM  15      -  BOUNDARY MONUMENT 925 OLD                212 47 09.8
 TC1001
 TC1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ4418072414(NAD 83)
 TC1001
 TC1001|---------------------------------------------------------------------|
 TC1001| PID    Reference Object                     Distance      Geod. Az  |
 TC1001|                                                           dddmmss.s |
 TC1001| TC0845 BOUNDARY MONUMENT 925 OLD           APPROX. 0.9 KM 2110921.4 |
 TC1001|---------------------------------------------------------------------|
 TC1001
 TC1001                          SUPERSEDED SURVEY CONTROL
 TC1001
 TC1001  NAD 83(1986)-  49 23 04.10874(N)    095 08 49.07657(W) AD(       ) 3
 TC1001
 TC1001.Superseded values are not recommended for survey control.
 TC1001
 TC1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1001.See file dsdata.pdf to determine how the superseded data were derived.
 TC1001
 TC1001_MARKER: Z = SEE DESCRIPTION
 TC1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1001+STABILITY: SURFACE MOTION
 TC1001
 TC1001  HISTORY     - Date     Condition        Report By
 TC1001  HISTORY     - 1913     MONUMENTED       IBC
 TC1001  HISTORY     - 1957     GOOD             IBC
 TC1001
 TC1001                          STATION DESCRIPTION
 TC1001
 TC1001'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (CHS)
 TC1001'ON THE NORTH SHORE OF NORTHWEST ANGLE INLET OF LAKE OF THE WOODS,
 TC1001'ABOUT 40 MILES  SOUTHWEST OF KENORA, ONTARIO, AND 34 MILES NORTH OF
 TC1001'WARROAD, MINN, 7 MILES WEST OF MAGNUSONS ISLAND AND ONE - HALF MILE
 TC1001'NORTH OF THE ENTRANCE TO HARRISON CREEK, AT THE EDGE OF THE POPLAR
 TC1001'GROWTH ON THE EAST SIDE OF THE MEADOW, THE MONUMENT IS 465.1 METERS
 TC1001'DUE EAST OF THE NORTH TERMINUS OF THE MERIDIONAL BOUNDARY BETWEEN
 TC1001'MANITOBA AND MINNESOTA.
 TC1001'
 TC1001'STATION MARK--A EAST - IRON OBELISK, 5 FEET HIGH, MARKED---REFERENCE
 TC1001'MARK---ON THE EAST FACE, SET N A SQUARE CONCRETE BASE.
 TC1001
 TC1001                          STATION RECOVERY (1957)
 TC1001
 TC1001'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 TC1001'RECOVERED IN GOOD CONDITION IN 1947 AND 1957.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0778 ***********************************************************************
 TC0778  DESIGNATION -  BOUNDARY REF MON 11
 TC0778  PID         -  TC0778
 TC0778  STATE/COUNTY-  ON/KENORA
 TC0778  COUNTRY     -  CANADA
 TC0778  NTS MAPSHEET-  BERRY POINT (2020)
 TC0778
 TC0778                         *CURRENT SURVEY CONTROL
 TC0778  ______________________________________________________________________
 TC0778* NAD 83(1996) POSITION- 49 21 34.21195(N) 095 02 27.42546(W)   ADJUSTED
 TC0778* NAVD 88 ORTHO HEIGHT -   331.8   (meters)     1089.    (feet) VERTCON
 TC0778  ______________________________________________________________________
 TC0778  GEOID HEIGHT    -        -29.462 (meters)                     EGM08
 TC0778  HORZ ORDER      -  SECOND
 TC0778
 TC0778.The positional and height information provided upon this datasheet are not
 TC0778.officially recognized by the Government of Canada, provincial governments
 TC0778.within Canada, nor are they intended to replace or substitute for them.
 TC0778.The intent of sharing this data is to allow access to positions or heights
 TC0778.recognized by the United States Government. Passive control that is used by
 TC0778.both nations may share the same or similar designations or descriptions but
 TC0778.do not share official positions or heights. The 'Station Description' may
 TC0778.originate from a Canadian 'Station Report' and if so contains information
 TC0778.licensed under the 'Open Government License - Canada'.
 TC0778
 TC0778.The horizontal coordinates were established by classical geodetic methods
 TC0778.and adjusted by the National Geodetic Survey in March 1999.
 TC0778
 TC0778.The NAVD 88 height was computed by applying the VERTCON shift value to
 TC0778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TC0778
 TC0778.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0778
 TC0778.Click photographs - Photos may exist for this station.
 TC0778
 TC0778. The following values were computed from the NAD 83(1996) position.
 TC0778
 TC0778;                    North         East     Units Scale Factor Converg.
 TC0778;UTM  15      - 5,469,424.592   351,801.719   MT  0.99986979   -1 32 56.3
 TC0778
 TC0778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0778!UTM  15      -   0.99995262  x   0.99986979  =   0.99982242
 TC0778
 TC0778:                Primary Azimuth Mark                     Grid Az
 TC0778:UTM  15      -  WALTER                                   205 50 08.1
 TC0778
 TC0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ5180169424(NAD 83)
 TC0778
 TC0778|---------------------------------------------------------------------|
 TC0778| PID    Reference Object                     Distance      Geod. Az  |
 TC0778|                                                           dddmmss.s |
 TC0778| TC0780 WALTER                              APPROX. 1.5 KM 2041711.8 |
 TC0778| TC0779 COLSON                              294.883 METERS 26255     |
 TC0778|---------------------------------------------------------------------|
 TC0778
 TC0778                          SUPERSEDED SURVEY CONTROL
 TC0778
 TC0778  NAD 83(1986)-  49 21 34.18923(N)    095 02 27.35191(W) AD(       ) 2
 TC0778  NAD 27      -  49 21 34.20065(N)    095 02 26.49537(W) AD(       ) 2
 TC0778  NGVD 29 (08/25/89)  331.4    (m)         1087.     (f) VERT ANG       
 TC0778  NGVD 29 (07/19/86)  333.8    (m)         1095.     (f) VERT ANG       
 TC0778
 TC0778.Superseded values are not recommended for survey control.
 TC0778
 TC0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0778.See file dsdata.pdf to determine how the superseded data were derived.
 TC0778
 TC0778_MARKER: Z = SEE DESCRIPTION
 TC0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC0778_MARK LOGO: IBC
 TC0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0778+STABILITY: SURFACE MOTION
 TC0778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TC0778+SATELLITE: SATELLITE OBSERVATIONS - March 08, 1989
 TC0778
 TC0778  HISTORY     - Date     Condition        Report By
 TC0778  HISTORY     - 1912     MONUMENTED       IBC
 TC0778  HISTORY     - 1912     GOOD             IBC
 TC0778  HISTORY     - 1957     GOOD             IBC
 TC0778  HISTORY     - 19890308 GOOD             NGS
 TC0778
 TC0778                          STATION DESCRIPTION
 TC0778
 TC0778'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JJM)
 TC0778'ABOUT 38 MILES SOUTHWEST OF KENORA, ONTARIO, AND 33 MILES NORTH OF
 TC0778'WARROAD, MINN, IN NORTHWEST ANGLE INLET OF LAKE OF THE WOODS, 2 MILES
 TC0778'WEST OF MAGNUSONS ISLAND ON A ROCKY ISLAND ABOUT 200 FEET LONG, NEAR
 TC0778'SEVERAL LARGER ISLANDS, THE MONUMENT IS ON THE BARE ROCK TOP OF THE
 TC0778'ISLAND.
 TC0778'
 TC0778'STATION MARK--A WROUGHT - IRON POST, ABOUT 12 INCHES HIGH AND 2 INCHES
 TC0778'SQUARE, SET IN CONCRETE IN ROCK IN PLACE.
 TC0778
 TC0778                          STATION RECOVERY (1912)
 TC0778
 TC0778'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1912
 TC0778'RECOVERED IN GOOD CONDITION.
 TC0778
 TC0778                          STATION RECOVERY (1957)
 TC0778
 TC0778'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 TC0778'RECOVERED IN GOOD CONDITION IN 1947 AND 1957.
 TC0778
 TC0778                          STATION RECOVERY (1989)
 TC0778
 TC0778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 TC0778'STATION IS A 5.1 CM SQUARE CAST IRON OBELSIK POJECTING APPROXIMATELY
 TC0778'46 CM ABOVE A 41 CM SQUARE 15 CM HIGH CONCRETE BASE.
 TC0778'THE MONUMENT IS LOCATED ON THE HIGHEST POINT OF A SMALL ROCK ISLAND
 TC0778'ABOUT 60 M (196.8 FT) IN DIAMETER.  THIS ISLAND IS LOCATED
 TC0778'APPROXIMATELY270 M EAST OF LITTLE MC COY ISLAND IN THE NORTHWEST ANGLE
 TC0778'INLET OF LAKE OF THE WOODS.
 TC0778'THE STATION IS DIFFICULT TO REACH BY BOAT WITHOUT RESORTING TO WADING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC1017 ***********************************************************************
 TC1017  DESIGNATION -  BOUNDARY REF MON 112 CD US RESET
 TC1017  PID         -  TC1017
 TC1017  STATE/COUNTY-  ON/RAINY RIVER
 TC1017  COUNTRY     -  CANADA
 TC1017  NTS MAPSHEET-  PINEWOOD (2020)
 TC1017
 TC1017                         *CURRENT SURVEY CONTROL
 TC1017  ______________________________________________________________________
 TC1017* NAD 83(1996) POSITION- 48 42 24.46725(N) 094 21 47.07520(W)   ADJUSTED
 TC1017* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 TC1017  ______________________________________________________________________
 TC1017  GEOID HEIGHT    -        -29.255 (meters)                     EGM08
 TC1017  HORZ ORDER      -  THIRD
 TC1017
 TC1017.The positional and height information provided upon this datasheet are not
 TC1017.officially recognized by the Government of Canada, provincial governments
 TC1017.within Canada, nor are they intended to replace or substitute for them.
 TC1017.The intent of sharing this data is to allow access to positions or heights
 TC1017.recognized by the United States Government. Passive control that is used by
 TC1017.both nations may share the same or similar designations or descriptions but
 TC1017.do not share official positions or heights. The 'Station Description' may
 TC1017.originate from a Canadian 'Station Report' and if so contains information
 TC1017.licensed under the 'Open Government License - Canada'.
 TC1017
 TC1017.The horizontal coordinates were established by classical geodetic methods
 TC1017.and adjusted by the National Geodetic Survey in March 1999.
 TC1017
 TC1017.The orthometric height was scaled from a topographic map.
 TC1017
 TC1017.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1017
 TC1017.Click photographs - Photos may exist for this station.
 TC1017
 TC1017. The following values were computed from the NAD 83(1996) position.
 TC1017
 TC1017;                    North         East     Units Scale Factor Converg.
 TC1017;UTM  15      - 5,395,758.892   399,718.461   MT  0.99972355   -1 01 27.2
 TC1017
 TC1017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1017!UTM  15      -   0.99995344  x   0.99972355  =   0.99967700
 TC1017
 TC1017:                Primary Azimuth Mark                     Grid Az
 TC1017:UTM  15      -  SMART                                    102 47 51.3
 TC1017
 TC1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP9971895758(NAD 83)
 TC1017
 TC1017|---------------------------------------------------------------------|
 TC1017| PID    Reference Object                     Distance      Geod. Az  |
 TC1017|                                                           dddmmss.s |
 TC1017| TC1211 SMART                               APPROX. 0.8 KM 1014624.1 |
 TC1017| TC1000 REEF                                253.529 METERS 18101     |
 TC1017|---------------------------------------------------------------------|
 TC1017
 TC1017                          SUPERSEDED SURVEY CONTROL
 TC1017
 TC1017  NAD 83(1986)-  48 42 24.44883(N)    094 21 47.06576(W) AD(       ) 3
 TC1017
 TC1017.Superseded values are not recommended for survey control.
 TC1017
 TC1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1017.See file dsdata.pdf to determine how the superseded data were derived.
 TC1017
 TC1017_MARKER: DD = SURVEY DISK
 TC1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1017+STABILITY: SURFACE MOTION
 TC1017
 TC1017  HISTORY     - Date     Condition        Report By
 TC1017  HISTORY     - 1937     MONUMENTED       IBC
 TC1017  HISTORY     - 1947     GOOD             IBC
 TC1017  HISTORY     - 1957     GOOD             IBC
 TC1017  HISTORY     - 1969     GOOD             IBC
 TC1017
 TC1017                          STATION DESCRIPTION
 TC1017
 TC1017'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1937 (JH)
 TC1017'REF MON 112--BRONZE POST BROKEN OFF AT SHANK.  REPAIRED WITH DISK
 TC1017'STAMPED---RM 112-1937---.
 TC1017
 TC1017                          STATION RECOVERY (1947)
 TC1017
 TC1017'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1947 (NWS)
 TC1017'THE DISK WAS RECOVERED.
 TC1017
 TC1017                          STATION RECOVERY (1957)
 TC1017
 TC1017'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 TC1017'RECOVERED 7 FEET FROM TOP OF BANK.
 TC1017
 TC1017                          STATION RECOVERY (1969)
 TC1017
 TC1017'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1969 (CJG)
 TC1017'ON THE NORTH BANK OF RAINY RIVER, ABOUT 2-3/4 MILES W OF PINEWOOD,
 TC1017'ONTARIO.  THE STATION IS ON A 20 FOOT BANK AND 7 FEET BACK FROM ITS
 TC1017'TOP.  IT IS 20 FEET NW OF A 20-INCH LEANING PINE TREE AND 2 FEET E OF
 TC1017'THE W ROAD FENCE EXTENDED.  SECTION - LINE ROAD COMES DOWN TO THE
 TC1017'RIVER AT THIS POINT.
 TC1017'
 TC1017'STATION MARK IS A BRONZE DISK STAMPED---RM 112-1937---,SET IN A
 TC1017'CONCRETE BASE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC1043 ***********************************************************************
 TC1043  DESIGNATION -  BOUNDARY REF MON 13
 TC1043  PID         -  TC1043
 TC1043  STATE/COUNTY-  ON/KENORA
 TC1043  COUNTRY     -  CANADA
 TC1043  NTS MAPSHEET-  BERRY POINT (2020)
 TC1043
 TC1043                         *CURRENT SURVEY CONTROL
 TC1043  ______________________________________________________________________
 TC1043* NAD 83(1996) POSITION- 49 21 47.38501(N) 095 00 54.30170(W)   ADJUSTED
 TC1043* NAVD 88 ORTHO HEIGHT -   329.    (meters)     1079.    (feet) SCALED
 TC1043  ______________________________________________________________________
 TC1043  GEOID HEIGHT    -        -29.497 (meters)                     EGM08
 TC1043  HORZ ORDER      -  THIRD
 TC1043
 TC1043.The positional and height information provided upon this datasheet are not
 TC1043.officially recognized by the Government of Canada, provincial governments
 TC1043.within Canada, nor are they intended to replace or substitute for them.
 TC1043.The intent of sharing this data is to allow access to positions or heights
 TC1043.recognized by the United States Government. Passive control that is used by
 TC1043.both nations may share the same or similar designations or descriptions but
 TC1043.do not share official positions or heights. The 'Station Description' may
 TC1043.originate from a Canadian 'Station Report' and if so contains information
 TC1043.licensed under the 'Open Government License - Canada'.
 TC1043
 TC1043.The horizontal coordinates were established by classical geodetic methods
 TC1043.and adjusted by the National Geodetic Survey in March 1999.
 TC1043
 TC1043.The orthometric height was scaled from a topographic map.
 TC1043
 TC1043.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1043
 TC1043.Click photographs - Photos may exist for this station.
 TC1043
 TC1043. The following values were computed from the NAD 83(1996) position.
 TC1043
 TC1043;                    North         East     Units Scale Factor Converg.
 TC1043;UTM  15      - 5,469,780.887   353,690.777   MT  0.99986295   -1 31 45.9
 TC1043
 TC1043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1043!UTM  15      -   0.99995300  x   0.99986295  =   0.99981596
 TC1043
 TC1043:                Primary Azimuth Mark                     Grid Az
 TC1043:UTM  15      -  BOUNDARY REF MON 11                      259 19 13.3
 TC1043
 TC1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ5369069780(NAD 83)
 TC1043
 TC1043|---------------------------------------------------------------------|
 TC1043| PID    Reference Object                     Distance      Geod. Az  |
 TC1043|                                                           dddmmss.s |
 TC1043| TC0778 BOUNDARY REF MON 11                 APPROX. 1.9 KM 2574727.4 |
 TC1043|---------------------------------------------------------------------|
 TC1043
 TC1043                          SUPERSEDED SURVEY CONTROL
 TC1043
 TC1043  NAD 83(1986)-  49 21 47.36053(N)    095 00 54.22953(W) AD(       ) 3
 TC1043
 TC1043.Superseded values are not recommended for survey control.
 TC1043
 TC1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1043.See file dsdata.pdf to determine how the superseded data were derived.
 TC1043
 TC1043_MARKER: Z = SEE DESCRIPTION
 TC1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1043+STABILITY: SURFACE MOTION
 TC1043
 TC1043  HISTORY     - Date     Condition        Report By
 TC1043  HISTORY     - 1912     MONUMENTED       IBC
 TC1043  HISTORY     - 1957     GOOD             IBC
 TC1043
 TC1043                          STATION DESCRIPTION
 TC1043
 TC1043'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JJM)
 TC1043'ABOUT 37 MILES SOUTHWEST OF KENORA, ONTARIO, AND 34 MILES NORTH OF
 TC1043'WARROAD, MINN, ON THE NORTH SHORE OF NORTHWEST ANGLE INLET OF LAKE
 TC1043'OF THE WOODS, 1 MILE WEST OF MAGNUSONS ISLAND, ON THE TOP OF THE MORE
 TC1043'WESTERN OF TWO KNOLLS ON A PROMINENT ROCKY POINT.  THE MONUMENT IS
 TC1043'ABOUT 150 FEET FROM THE SHORE AND 30 FEET ABOVE THE WATER LEVEL.
 TC1043'
 TC1043'STATION MARK--A WROUGHT - IRON POST, ABOUT 12 INCHES HIGH AND 2 INCHES
 TC1043'SQUARE, SET IN CONCRETE IN ROCK IN PLACE.
 TC1043
 TC1043                          STATION RECOVERY (1957)
 TC1043
 TC1043'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 TC1043'RECOVERED IN GOOD CONDITION IN 1947 AND 1957.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC1049 ***********************************************************************
 TC1049  DESIGNATION -  BOUNDARY REF MON 134 A
 TC1049  PID         -  TC1049
 TC1049  STATE/COUNTY-  ON/RAINY RIVER
 TC1049  COUNTRY     -  CANADA
 TC1049  NTS MAPSHEET-  PINEWOOD (2020)
 TC1049
 TC1049                         *CURRENT SURVEY CONTROL
 TC1049  ______________________________________________________________________
 TC1049* NAD 83(1996) POSITION- 48 39 07.67012(N) 094 12 07.31109(W)   NO CHECK
 TC1049* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 TC1049  ______________________________________________________________________
 TC1049  GEOID HEIGHT    -        -29.395 (meters)                     EGM08
 TC1049  HORZ ORDER      -  THIRD
 TC1049
 TC1049.The positional and height information provided upon this datasheet are not
 TC1049.officially recognized by the Government of Canada, provincial governments
 TC1049.within Canada, nor are they intended to replace or substitute for them.
 TC1049.The intent of sharing this data is to allow access to positions or heights
 TC1049.recognized by the United States Government. Passive control that is used by
 TC1049.both nations may share the same or similar designations or descriptions but
 TC1049.do not share official positions or heights. The 'Station Description' may
 TC1049.originate from a Canadian 'Station Report' and if so contains information
 TC1049.licensed under the 'Open Government License - Canada'.
 TC1049
 TC1049.The horizontal coordinates were established by classical geodetic methods
 TC1049.and adjusted by the National Geodetic Survey in March 1999.
 TC1049
 TC1049.No horizontal observational check was made to the station.
 TC1049
 TC1049.The orthometric height was scaled from a topographic map.
 TC1049
 TC1049.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1049
 TC1049.Click photographs - Photos may exist for this station.
 TC1049
 TC1049. The following values were computed from the NAD 83(1996) position.
 TC1049
 TC1049;                    North         East     Units Scale Factor Converg.
 TC1049;UTM  15      - 5,389,483.157   411,470.593   MT  0.99969629   -0 54 08.8
 TC1049
 TC1049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1049!UTM  15      -   0.99995346  x   0.99969629  =   0.99964976
 TC1049
 TC1049:                Primary Azimuth Mark                     Grid Az
 TC1049:UTM  15      -  REF MON 135                              128 23 55.1
 TC1049
 TC1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP1147089483(NAD 83)
 TC1049
 TC1049|---------------------------------------------------------------------|
 TC1049| PID    Reference Object                     Distance      Geod. Az  |
 TC1049|                                                           dddmmss.s |
 TC1049| TC1050 REF MON 135                         482.874 METERS 1272946.3 |
 TC1049| TC1048 BOUNDARY REF MON 134                  5.040 METERS 17624     |
 TC1049|---------------------------------------------------------------------|
 TC1049
 TC1049                          SUPERSEDED SURVEY CONTROL
 TC1049
 TC1049  NAD 83(1986)-  48 39 07.65378(N)    094 12 07.30314(W) AD(       ) 3
 TC1049
 TC1049.Superseded values are not recommended for survey control.
 TC1049
 TC1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1049.See file dsdata.pdf to determine how the superseded data were derived.
 TC1049
 TC1049_MARKER: DD = SURVEY DISK
 TC1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1049+STABILITY: SURFACE MOTION
 TC1049
 TC1049  HISTORY     - Date     Condition        Report By
 TC1049  HISTORY     - 1957     MONUMENTED       IBC
 TC1049  HISTORY     - 1969     MARK NOT FOUND   IBC
 TC1049
 TC1049                          STATION DESCRIPTION
 TC1049
 TC1049'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 TC1049'ABOUT 2-1/4 MILES OF THE OLD FRONTIER LANDING, 15 FEET BACK OF TOP OF
 TC1049'HIGH BANK IN AN OPEN FIELD, NOW GROWING UP TO WILLOWS ABOUT 5 FEET
 TC1049'HIGH.  IN CENTER OF OLD CLEARING.
 TC1049'
 TC1049'STATION MARK IS A TRIANGULATION TABLET SET IN THE TOP OF A CYLINDER OF
 TC1049'CONCRETE 5 INCHES IN DIAMETER AND 2 FEET LONG, SET VERTICALLY IN THE
 TC1049'GROUND AND PROJECTING 9 INCHES ABOVE IT.
 TC1049
 TC1049                          STATION RECOVERY (1969)
 TC1049
 TC1049'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1969 (CJG)
 TC1049'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC1072 ***********************************************************************
 TC1072  DESIGNATION -  BOUNDARY REF MON 15
 TC1072  PID         -  TC1072
 TC1072  STATE/COUNTY-  ON/KENORA
 TC1072  COUNTRY     -  CANADA
 TC1072  NTS MAPSHEET-  FALCON ISLAND (2020)
 TC1072
 TC1072                         *CURRENT SURVEY CONTROL
 TC1072  ______________________________________________________________________
 TC1072* NAD 83(1996) POSITION- 49 22 27.92731(N) 094 59 25.05361(W)   ADJUSTED
 TC1072* NAVD 88 ORTHO HEIGHT -   329.    (meters)     1079.    (feet) SCALED
 TC1072  ______________________________________________________________________
 TC1072  GEOID HEIGHT    -        -29.532 (meters)                     EGM08
 TC1072  HORZ ORDER      -  THIRD
 TC1072
 TC1072.The positional and height information provided upon this datasheet are not
 TC1072.officially recognized by the Government of Canada, provincial governments
 TC1072.within Canada, nor are they intended to replace or substitute for them.
 TC1072.The intent of sharing this data is to allow access to positions or heights
 TC1072.recognized by the United States Government. Passive control that is used by
 TC1072.both nations may share the same or similar designations or descriptions but
 TC1072.do not share official positions or heights. The 'Station Description' may
 TC1072.originate from a Canadian 'Station Report' and if so contains information
 TC1072.licensed under the 'Open Government License - Canada'.
 TC1072
 TC1072.The horizontal coordinates were established by classical geodetic methods
 TC1072.and adjusted by the National Geodetic Survey in March 1999.
 TC1072
 TC1072.The orthometric height was scaled from a topographic map.
 TC1072
 TC1072.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1072
 TC1072.Click photographs - Photos may exist for this station.
 TC1072
 TC1072. The following values were computed from the NAD 83(1996) position.
 TC1072
 TC1072;                    North         East     Units Scale Factor Converg.
 TC1072;UTM  15      - 5,470,985.008   355,523.694   MT  0.99985641   -1 30 39.1
 TC1072
 TC1072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1072!UTM  15      -   0.99995301  x   0.99985641  =   0.99980943
 TC1072
 TC1072:                Primary Azimuth Mark                     Grid Az
 TC1072:UTM  15      -  BOUNDARY REF MON 17                      117 15 37.9
 TC1072
 TC1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ5552370985(NAD 83)
 TC1072
 TC1072|---------------------------------------------------------------------|
 TC1072| PID    Reference Object                     Distance      Geod. Az  |
 TC1072|                                                           dddmmss.s |
 TC1072| TC1086 BOUNDARY REF MON 17                 APPROX. 1.3 KM 1154458.8 |
 TC1072|---------------------------------------------------------------------|
 TC1072
 TC1072                          SUPERSEDED SURVEY CONTROL
 TC1072
 TC1072  NAD 83(1986)-  49 22 27.90157(N)    094 59 24.97943(W) AD(       ) 3
 TC1072
 TC1072.Superseded values are not recommended for survey control.
 TC1072
 TC1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1072.See file dsdata.pdf to determine how the superseded data were derived.
 TC1072
 TC1072_MARKER: Z = SEE DESCRIPTION
 TC1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1072+STABILITY: SURFACE MOTION
 TC1072
 TC1072  HISTORY     - Date     Condition        Report By
 TC1072  HISTORY     - 1912     MONUMENTED       IBC
 TC1072  HISTORY     - 1957     GOOD             IBC
 TC1072
 TC1072                          STATION DESCRIPTION
 TC1072
 TC1072'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JJM)
 TC1072'ABOUT 36 MILES SOUTHWEST OF KENORA, ONTARIO, AND 35 MILES NORTH OF
 TC1072'WARROAD, MINN, ON A ROCKY KNOLL ON THE NORTH SIDE OF NORTHWEST ANGLE
 TC1072'INLET OF LAKE OF THE WOODS, THREE - FOURTHS MILE NORTH OF MAGNUSONS
 TC1072'ISLAND AND ONE - HALF MILE WEST OF BUCKETE ISLAND.  THE MONUMENT IS
 TC1072'ABOUT 300 FEET FROM THE SHORE AND 50 FEET ABOVE THE HIGH - WATER
 TC1072'MARK.
 TC1072'
 TC1072'STATION MARK--A WROUGHT - IRON POST, ABOUT 12 INCHES HIGH AND 2 INCHES
 TC1072'SQUARE, SET IN CONCRETE IN ROCK IN PLACE.
 TC1072
 TC1072                          STATION RECOVERY (1957)
 TC1072
 TC1072'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 TC1072'RECOVERED IN GOOD CONDITION IN 1947 AND 1957.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC1080 ***********************************************************************
 TC1080  DESIGNATION -  BOUNDARY REF MON 157 CD US
 TC1080  PID         -  TC1080
 TC1080  STATE/COUNTY-  ON/RAINY RIVER
 TC1080  COUNTRY     -  CANADA
 TC1080  NTS MAPSHEET-  PINEWOOD (2020)
 TC1080
 TC1080                         *CURRENT SURVEY CONTROL
 TC1080  ______________________________________________________________________
 TC1080* NAD 83(1996) POSITION- 48 38 39.45826(N) 094 02 53.14733(W)   NO CHECK
 TC1080* NAVD 88 ORTHO HEIGHT -   329.    (meters)     1079.    (feet) SCALED
 TC1080  ______________________________________________________________________
 TC1080  GEOID HEIGHT    -        -29.598 (meters)                     EGM08
 TC1080  HORZ ORDER      -  THIRD
 TC1080
 TC1080.The positional and height information provided upon this datasheet are not
 TC1080.officially recognized by the Government of Canada, provincial governments
 TC1080.within Canada, nor are they intended to replace or substitute for them.
 TC1080.The intent of sharing this data is to allow access to positions or heights
 TC1080.recognized by the United States Government. Passive control that is used by
 TC1080.both nations may share the same or similar designations or descriptions but
 TC1080.do not share official positions or heights. The 'Station Description' may
 TC1080.originate from a Canadian 'Station Report' and if so contains information
 TC1080.licensed under the 'Open Government License - Canada'.
 TC1080
 TC1080.The horizontal coordinates were established by classical geodetic methods
 TC1080.and adjusted by the National Geodetic Survey in March 1999.
 TC1080
 TC1080.No horizontal observational check was made to the station.
 TC1080
 TC1080.The orthometric height was scaled from a topographic map.
 TC1080
 TC1080.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1080
 TC1080.Click photographs - Photos may exist for this station.
 TC1080
 TC1080. The following values were computed from the NAD 83(1996) position.
 TC1080
 TC1080;                    North         East     Units Scale Factor Converg.
 TC1080;UTM  15      - 5,388,444.926   422,795.705   MT  0.99967323   -0 47 12.3
 TC1080
 TC1080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1080!UTM  15      -   0.99995302  x   0.99967323  =   0.99962627
 TC1080
 TC1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP2279588444(NAD 83)
 TC1080
 TC1080                          SUPERSEDED SURVEY CONTROL
 TC1080
 TC1080  NAD 83(1986)-  48 38 39.44422(N)    094 02 53.14366(W) AD(       ) 3
 TC1080
 TC1080.Superseded values are not recommended for survey control.
 TC1080
 TC1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1080.See file dsdata.pdf to determine how the superseded data were derived.
 TC1080
 TC1080_MARKER: Z = SEE DESCRIPTION
 TC1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1080+STABILITY: SURFACE MOTION
 TC1080
 TC1080  HISTORY     - Date     Condition        Report By
 TC1080  HISTORY     - 1918     MONUMENTED       IBC
 TC1080  HISTORY     - 1947     POOR             IBC
 TC1080  HISTORY     - 1957     POOR             IBC
 TC1080  HISTORY     - 1969     POOR             IBC
 TC1080
 TC1080                          STATION DESCRIPTION
 TC1080
 TC1080'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1918 (JH)
 TC1080'ON THE NORTH BANK OF RAINY RIVER, ABOUT ONE - HALF MILE EAST OF THE
 TC1080'HEAD OF LONG SAULT RAPIDS AND ON THE FIRST POINT ABOVE THE RAPIDS.
 TC1080'THE STATION IS BELOW A ROCKY BLUFF, ABOUT 2 METERS ABOVE AND 9 METERS
 TC1080'BACK FROM THE RIVERS EDGE.
 TC1080'
 TC1080'STATION MARK--A STANDARD 8 - INCH MANGANESE - BRONZE REFERENCE POST
 TC1080'SET IN A CONCRETE BASE.  A BRONZE DISK CEMENTED IN A ROUND - TOPPED
 TC1080'ROCK, MARKING TRIANGULATION STATION---COLT,---IS 4.78 METERS SOUTHEAST
 TC1080'FROM THE MONUMENT.
 TC1080
 TC1080                          STATION RECOVERY (1947)
 TC1080
 TC1080'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1947 (NWS)
 TC1080'THE SHAFT ONLY WAS RECOVERED, 70 FEET WEST OF A ROCKY BLUFF.
 TC1080
 TC1080                          STATION RECOVERY (1957)
 TC1080
 TC1080'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 TC1080'RECOVERED THE SHAFT ONLY.  THE SHAFT OF ANOTHER MONUMENT IS IN A ROCK
 TC1080'2 BY 3 FEET AT THE EDGE OF THE WATER.
 TC1080
 TC1080                          STATION RECOVERY (1969)
 TC1080
 TC1080'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1969 (CJG)
 TC1080'THE STATION IS ON THE N BANK OF THE RAINY RIVER ABOUT 1/2 MILE E OF
 TC1080'THE HEAD OF LONG SAULT RAPIDS.  THE STATION IS 75 FEET W OF A
 TC1080'PROJECTING ROCKY BLUFF, ABOUT 2 METERS ABOVE AND 9 METERS BACK FROM
 TC1080'THE RIVERS EDGE.  THIS MONUMENT (NOW ONLY A SHANK) WAS SET IN 1918 BY
 TC1080'JH TO REPLACE THE ONE SET IN 1914 WHICH HAD BEEN BROKEN OFF,
 TC1080'THEREFORE, IT IS THE ONE USED IN THE LARGE PRINTED REPORT OF 1931.
 TC1080'THE SHANK OF OLD MONUMENT 157-1914 IS STILL THERE IN A NEARBY 2 BY 3
 TC1080'FOOT ROCK AT EDGE OF WATER.  A NEW REF MON (157-69) WAS SET BY CJG
 TC1080'IN 1969.
 TC1080'STATION MARK IS A BRONZE SHANK ONLY SET IN A CONCRETE BASE.
 TC1080'TRIANGULATION STATION---COLT - 1913---IS 4.78 METERS AT BEARING OF
 TC1080'302 DEGREES 15 MINUTES FROM MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC1086 ***********************************************************************
 TC1086  DESIGNATION -  BOUNDARY REF MON 17
 TC1086  PID         -  TC1086
 TC1086  STATE/COUNTY-  ON/KENORA
 TC1086  COUNTRY     -  CANADA
 TC1086  NTS MAPSHEET-  FALCON ISLAND (2020)
 TC1086
 TC1086                         *CURRENT SURVEY CONTROL
 TC1086  ______________________________________________________________________
 TC1086* NAD 83(1996) POSITION- 49 22 10.18277(N) 094 58 28.73099(W)   ADJUSTED
 TC1086* NAVD 88 ORTHO HEIGHT -   329.    (meters)     1079.    (feet) SCALED
 TC1086  ______________________________________________________________________
 TC1086  GEOID HEIGHT    -        -29.552 (meters)                     EGM08
 TC1086  HORZ ORDER      -  THIRD
 TC1086
 TC1086.The positional and height information provided upon this datasheet are not
 TC1086.officially recognized by the Government of Canada, provincial governments
 TC1086.within Canada, nor are they intended to replace or substitute for them.
 TC1086.The intent of sharing this data is to allow access to positions or heights
 TC1086.recognized by the United States Government. Passive control that is used by
 TC1086.both nations may share the same or similar designations or descriptions but
 TC1086.do not share official positions or heights. The 'Station Description' may
 TC1086.originate from a Canadian 'Station Report' and if so contains information
 TC1086.licensed under the 'Open Government License - Canada'.
 TC1086
 TC1086.The horizontal coordinates were established by classical geodetic methods
 TC1086.and adjusted by the National Geodetic Survey in March 1999.
 TC1086
 TC1086.The orthometric height was scaled from a topographic map.
 TC1086
 TC1086.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1086
 TC1086.Click photographs - Photos may exist for this station.
 TC1086
 TC1086. The following values were computed from the NAD 83(1996) position.
 TC1086
 TC1086;                    North         East     Units Scale Factor Converg.
 TC1086;UTM  15      - 5,470,407.249   356,644.979   MT  0.99985244   -1 29 55.9
 TC1086
 TC1086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1086!UTM  15      -   0.99995301  x   0.99985244  =   0.99980546
 TC1086
 TC1086:                Primary Azimuth Mark                     Grid Az
 TC1086:UTM  15      -  BOUNDARY REF MON 15                      297 15 37.5
 TC1086
 TC1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ5664470407(NAD 83)
 TC1086
 TC1086|---------------------------------------------------------------------|
 TC1086| PID    Reference Object                     Distance      Geod. Az  |
 TC1086|                                                           dddmmss.s |
 TC1086| TC1087 BOUNDARY REF MON 18                 435.866 METERS 1725205.4 |
 TC1086| TC1072 BOUNDARY REF MON 15                 APPROX. 1.3 KM 2954541.6 |
 TC1086|---------------------------------------------------------------------|
 TC1086
 TC1086                          SUPERSEDED SURVEY CONTROL
 TC1086
 TC1086  NAD 83(1986)-  49 22 10.15595(N)    094 58 28.65717(W) AD(       ) 3
 TC1086
 TC1086.Superseded values are not recommended for survey control.
 TC1086
 TC1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1086.See file dsdata.pdf to determine how the superseded data were derived.
 TC1086
 TC1086_MARKER: Z = SEE DESCRIPTION
 TC1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1086+STABILITY: SURFACE MOTION
 TC1086
 TC1086  HISTORY     - Date     Condition        Report By
 TC1086  HISTORY     - 1912     MONUMENTED       IBC
 TC1086  HISTORY     - 1957     GOOD             IBC
 TC1086
 TC1086                          STATION DESCRIPTION
 TC1086
 TC1086'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JJM)
 TC1086'ABOUT 36 MILES SOUTHWEST OF KENORA, ONTARIO, AND 35 MILES NORTH OF
 TC1086'WARROAD, MINN, ON THE SOUTHWEST END OF BUCKETE ISLAND AT THE ENTRANCE
 TC1086'TO NORTHWEST ANGLE INLET OF LAKE OF WOODS.  THE MONUMENT IS ABOUT 100
 TC1086'FEET FROM THE SHORE AND 400 FEET EAST OF THE END OF THE POINT AND IS
 TC1086'A FEW FEET ABOVE THE HIGH - WATER MARK.
 TC1086'
 TC1086'STATION MARK--A WROUGHT - IRON POST, ABOUT 12 INCHES HIGH AND 2 INCHES
 TC1086'SQUARE, SET IN A SQUARE CONCRETE BASE.
 TC1086
 TC1086                          STATION RECOVERY (1957)
 TC1086
 TC1086'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 TC1086'RECOVERED IN GOOD CONDITION IN 1947 AND 1957.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0775 ***********************************************************************
 TC0775  DESIGNATION -  BOUNDARY REF MON 19
 TC0775  PID         -  TC0775
 TC0775  STATE/COUNTY-  ON/KENORA
 TC0775  COUNTRY     -  CANADA
 TC0775  NTS MAPSHEET-  FALCON ISLAND (2020)
 TC0775
 TC0775                         *CURRENT SURVEY CONTROL
 TC0775  ______________________________________________________________________
 TC0775* NAD 83(1996) POSITION- 49 22 18.80925(N) 094 57 32.09860(W)   ADJUSTED
 TC0775* NAVD 88 ORTHO HEIGHT -   327.    (meters)     1073.    (feet) SCALED
 TC0775  ______________________________________________________________________
 TC0775  GEOID HEIGHT    -        -29.574 (meters)                     EGM08
 TC0775  HORZ ORDER      -  SECOND
 TC0775
 TC0775.The positional and height information provided upon this datasheet are not
 TC0775.officially recognized by the Government of Canada, provincial governments
 TC0775.within Canada, nor are they intended to replace or substitute for them.
 TC0775.The intent of sharing this data is to allow access to positions or heights
 TC0775.recognized by the United States Government. Passive control that is used by
 TC0775.both nations may share the same or similar designations or descriptions but
 TC0775.do not share official positions or heights. The 'Station Description' may
 TC0775.originate from a Canadian 'Station Report' and if so contains information
 TC0775.licensed under the 'Open Government License - Canada'.
 TC0775
 TC0775.The horizontal coordinates were established by classical geodetic methods
 TC0775.and adjusted by the National Geodetic Survey in March 1999.
 TC0775
 TC0775.The orthometric height was scaled from a topographic map.
 TC0775
 TC0775.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0775
 TC0775.Click photographs - Photos may exist for this station.
 TC0775
 TC0775. The following values were computed from the NAD 83(1996) position.
 TC0775
 TC0775;                    North         East     Units Scale Factor Converg.
 TC0775;UTM  15      - 5,470,643.859   357,793.877   MT  0.99984841   -1 29 13.1
 TC0775
 TC0775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0775!UTM  15      -   0.99995333  x   0.99984841  =   0.99980175
 TC0775
 TC0775:                Primary Azimuth Mark                     Grid Az
 TC0775:UTM  15      -  CLIFF                                    080 49 28.0
 TC0775
 TC0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ5779370643(NAD 83)
 TC0775
 TC0775|---------------------------------------------------------------------|
 TC0775| PID    Reference Object                     Distance      Geod. Az  |
 TC0775|                                                           dddmmss.s |
 TC0775| TC0876 CLIFF                               APPROX. 0.8 KM 0792014.9 |
 TC0775|---------------------------------------------------------------------|
 TC0775
 TC0775                          SUPERSEDED SURVEY CONTROL
 TC0775
 TC0775  NAD 83(1986)-  49 22 18.78162(N)    094 57 32.02349(W) AD(       ) 2
 TC0775  NAD 27      -  49 22 18.79067(N)    094 57 31.17636(W) AD(       ) 2
 TC0775
 TC0775.Superseded values are not recommended for survey control.
 TC0775
 TC0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0775.See file dsdata.pdf to determine how the superseded data were derived.
 TC0775
 TC0775_MARKER: I = METAL ROD
 TC0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC0775_MARK LOGO: IBC
 TC0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0775+STABILITY: SURFACE MOTION
 TC0775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TC0775+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1989
 TC0775
 TC0775  HISTORY     - Date     Condition        Report By
 TC0775  HISTORY     - 1912     MONUMENTED       IBC
 TC0775  HISTORY     - 1912     GOOD             IBC
 TC0775  HISTORY     - 1957     GOOD             IBC
 TC0775  HISTORY     - 1966     SEE DESCRIPTION  IBC
 TC0775  HISTORY     - 19890516 GOOD             NGS
 TC0775
 TC0775                          STATION DESCRIPTION
 TC0775
 TC0775'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JJM)
 TC0775'ABOUT 35 MILES SOUTHWEST OF KENORA, ONTARIO, AND 36 MILES NORTH OF
 TC0775'WARROAD, MINN, ON THE SMALL ISLAND IN LAKE OF THE WOODS ONE - HALF
 TC0775'MILE NORTH OF AMERICAN POINT AND 500 FEET EAST OF THE LONG LOW ISLAND
 TC0775'SOUTHEAST OF BUCKETE ISLAND AT THE ENTRANCE TO NORTHWEST ANGLE INLET
 TC0775'OF LAKE OF THE WOODS.
 TC0775'
 TC0775'STATION MARK--A WROUGHT - IRON POST, ABOUT 12 INCHES HIGH AND 2 INCHES
 TC0775'SQUARE, SET IN CONCRETE IN ROCK IN PLACE.
 TC0775
 TC0775                          STATION RECOVERY (1912)
 TC0775
 TC0775'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1912
 TC0775'RECOVERED IN GOOD CONDITION.
 TC0775
 TC0775                          STATION RECOVERY (1957)
 TC0775
 TC0775'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 TC0775'RECOVERED IN GOOD CONDITION IN 1947 AND 1957.
 TC0775
 TC0775                          STATION RECOVERY (1966)
 TC0775
 TC0775'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1966 (LMC)
 TC0775'THE REFERNCE MONUMENT IS A 2 BY 2 INCH IRON BAR WHICH IS SET IN AN 18
 TC0775'INCH SQUARE CONCRETE FOUNDATION WHICH PROJECTS 28 INCHES.
 TC0775'
 TC0775'THE STATION IS LOCATED ABOUT 36 MILES NORTHEAST OF WARROAD,
 TC0775'5-1/2 MILES NORTHWEST OF OAK ISLAND POST OFFICE, 1/2 MILE
 TC0775'NORTH OF THE PENASSE POST OFFICE AND ON THE NORTH SIDE OF THE
 TC0775'ENTRANCE TO THE NORTHWEST ANGLE INLET ON A SMALL ROCK ISLAND.
 TC0775'
 TC0775'NOTE--REFERENCE MONUMENT 19 WAS USED AS REFERENCE MARK NO.2 FOR
 TC0775'TRIANGULATION STATION WINDSOCK.
 TC0775
 TC0775                          STATION RECOVERY (1989)
 TC0775
 TC0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 TC0775'THE STATION IS LOCATED ABOUT 36 MILES NORTHEAST OF WARROAD, 5-1/2
 TC0775'MILES NORTHWEST OF THE OAK ISLAND POST OFFICE, 1/2 MILE NORTH OF THE
 TC0775'PENASSE POST OFFICE AND ON THE NORTH SIDE OF THE ENTRANCE TO THE
 TC0775'NORTHWEST ANGLE INLET ON A SMALL ROCK ISLAND.
 TC0775'THE MONUMENT IS LOCATED ON THE NORTH SIDE OF THE ISLAND.  IT IS A 5 CM
 TC0775'X 5 CM CAST IRON OBELISK PROJECTING 85 CM, LOCATED 72 FEET WEST OF THE
 TC0775'WATERS EDGE, 71 FEET NORTHEAST OF A 4-INCH COTTONWOOD TREE, 31 FEET
 TC0775'SOUTH OF THE WATERS EDGE, AND 30.569 M (100.3 FT) NE OF STATION
 TC0775'WINDSOCK 1966.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC1090 ***********************************************************************
 TC1090  DESIGNATION -  BOUNDARY REF MON 21
 TC1090  PID         -  TC1090
 TC1090  STATE/COUNTY-  ON/KENORA
 TC1090  COUNTRY     -  CANADA
 TC1090  NTS MAPSHEET-  FALCON ISLAND (2020)
 TC1090
 TC1090                         *CURRENT SURVEY CONTROL
 TC1090  ______________________________________________________________________
 TC1090* NAD 83(1996) POSITION- 49 22 22.91469(N) 094 57 05.75536(W)   ADJUSTED
 TC1090* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 TC1090  ______________________________________________________________________
 TC1090  GEOID HEIGHT    -        -29.584 (meters)                     EGM08
 TC1090  HORZ ORDER      -  THIRD
 TC1090
 TC1090.The positional and height information provided upon this datasheet are not
 TC1090.officially recognized by the Government of Canada, provincial governments
 TC1090.within Canada, nor are they intended to replace or substitute for them.
 TC1090.The intent of sharing this data is to allow access to positions or heights
 TC1090.recognized by the United States Government. Passive control that is used by
 TC1090.both nations may share the same or similar designations or descriptions but
 TC1090.do not share official positions or heights. The 'Station Description' may
 TC1090.originate from a Canadian 'Station Report' and if so contains information
 TC1090.licensed under the 'Open Government License - Canada'.
 TC1090
 TC1090.The horizontal coordinates were established by classical geodetic methods
 TC1090.and adjusted by the National Geodetic Survey in March 1999.
 TC1090
 TC1090.The orthometric height was scaled from a topographic map.
 TC1090
 TC1090.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1090
 TC1090.Click photographs - Photos may exist for this station.
 TC1090
 TC1090. The following values were computed from the NAD 83(1996) position.
 TC1090
 TC1090;                    North         East     Units Scale Factor Converg.
 TC1090;UTM  15      - 5,470,756.866   358,328.338   MT  0.99984655   -1 28 53.2
 TC1090
 TC1090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1090!UTM  15      -   0.99995349  x   0.99984655  =   0.99980004
 TC1090
 TC1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ5832870756(NAD 83)
 TC1090
 TC1090                          SUPERSEDED SURVEY CONTROL
 TC1090
 TC1090  NAD 83(1986)-  49 22 22.88649(N)    094 57 05.68030(W) AD(       ) 3
 TC1090
 TC1090.Superseded values are not recommended for survey control.
 TC1090
 TC1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1090.See file dsdata.pdf to determine how the superseded data were derived.
 TC1090
 TC1090_MARKER: Z = SEE DESCRIPTION
 TC1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1090+STABILITY: SURFACE MOTION
 TC1090
 TC1090  HISTORY     - Date     Condition        Report By
 TC1090  HISTORY     - 1912     MONUMENTED       IBC
 TC1090  HISTORY     - 1968     GOOD             IBC
 TC1090
 TC1090                          STATION DESCRIPTION
 TC1090
 TC1090'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JJM)
 TC1090'ABOUT 35 MILES SOUTHWEST OF KENORA, ONTARIO, AND 36 MILES NORTH OF
 TC1090'WARROAD, MINN, ON THE WEST END OF THE LARGE ISLAND ONE - HALF MILE
 TC1090'EAST OF BUCKETE ISLAND AND NORTHEAST OF AMERICAN POINT, AT THE
 TC1090'ENTRANCE TO NORTHWEST ANGLE INLET.
 TC1090'
 TC1090'STATION MARK--A WROUGHT - IRON POST, ABOUT 12 INCHES HIGH AND 2 INCHES
 TC1090'SQUARE, SET IN CONCRETE IN ROCK IN PLACE.
 TC1090
 TC1090                          STATION RECOVERY (1968)
 TC1090
 TC1090'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1968 (HGD)
 TC1090'RECOVERED IN GOOD CONDITION IN 1947, 1957 AND 1968.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC1091 ***********************************************************************
 TC1091  DESIGNATION -  BOUNDARY REF MON 23
 TC1091  PID         -  TC1091
 TC1091  STATE/COUNTY-  ON/KENORA
 TC1091  COUNTRY     -  CANADA
 TC1091  NTS MAPSHEET-  FALCON ISLAND (2020)
 TC1091
 TC1091                         *CURRENT SURVEY CONTROL
 TC1091  ______________________________________________________________________
 TC1091* NAD 83(1996) POSITION- 49 22 12.01724(N) 094 57 00.57412(W)   ADJUSTED
 TC1091* NAVD 88 ORTHO HEIGHT -   329.    (meters)     1079.    (feet) SCALED
 TC1091  ______________________________________________________________________
 TC1091  GEOID HEIGHT    -        -29.585 (meters)                     EGM08
 TC1091  HORZ ORDER      -  THIRD
 TC1091
 TC1091.The positional and height information provided upon this datasheet are not
 TC1091.officially recognized by the Government of Canada, provincial governments
 TC1091.within Canada, nor are they intended to replace or substitute for them.
 TC1091.The intent of sharing this data is to allow access to positions or heights
 TC1091.recognized by the United States Government. Passive control that is used by
 TC1091.both nations may share the same or similar designations or descriptions but
 TC1091.do not share official positions or heights. The 'Station Description' may
 TC1091.originate from a Canadian 'Station Report' and if so contains information
 TC1091.licensed under the 'Open Government License - Canada'.
 TC1091
 TC1091.The horizontal coordinates were established by classical geodetic methods
 TC1091.and adjusted by the National Geodetic Survey in March 1999.
 TC1091
 TC1091.The orthometric height was scaled from a topographic map.
 TC1091
 TC1091.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1091
 TC1091.Click photographs - Photos may exist for this station.
 TC1091
 TC1091. The following values were computed from the NAD 83(1996) position.
 TC1091
 TC1091;                    North         East     Units Scale Factor Converg.
 TC1091;UTM  15      - 5,470,417.668   358,424.114   MT  0.99984621   -1 28 49.0
 TC1091
 TC1091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1091!UTM  15      -   0.99995302  x   0.99984621  =   0.99979923
 TC1091
 TC1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ5842470417(NAD 83)
 TC1091
 TC1091                          SUPERSEDED SURVEY CONTROL
 TC1091
 TC1091  NAD 83(1986)-  49 22 11.98898(N)    094 57 00.49953(W) AD(       ) 3
 TC1091
 TC1091.Superseded values are not recommended for survey control.
 TC1091
 TC1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1091.See file dsdata.pdf to determine how the superseded data were derived.
 TC1091
 TC1091_MARKER: Z = SEE DESCRIPTION
 TC1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1091+STABILITY: SURFACE MOTION
 TC1091
 TC1091  HISTORY     - Date     Condition        Report By
 TC1091  HISTORY     - 1912     MONUMENTED       IBC
 TC1091  HISTORY     - 1968     GOOD             IBC
 TC1091
 TC1091                          STATION DESCRIPTION
 TC1091
 TC1091'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JJM)
 TC1091'ABOUT 35 MILES SOUTHWEST OF KENORA, ONTARIO, AND 36 MILES NORTH OF
 TC1091'WARROAD, MINN, ON THE ISLAND ABOUT 1000 FEET LONG IN AN EAST AND WEST
 TC1091'DIRECTION, 1500 FEET NORTHEAST OF THE EAST END OF AMERICAN POINT, AT
 TC1091'THE ENTRANCE TO NORTHWEST ANGLE INLET.  THE MONUMENT IS ON THE SOUTH
 TC1091'SIDE OF THE ISLAND, TOWARD THE WEST END, REFERENCE MONUMENT 21 IS
 TC1091'ABOUT 1200 FEET NORTHWEST.
 TC1091'
 TC1091'STATION MARK--A WROUGHT - IRON POST, ABOUT 12 INCHES HIGH AND 2 INCHES
 TC1091'SQUARE, SET IN CONCRETE IN ROCK IN PLACE.
 TC1091
 TC1091                          STATION RECOVERY (1968)
 TC1091
 TC1091'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1968 (HGD)
 TC1091'RECOVERED IN GOOD CONDITION IN 1947, 1957 AND 1968.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC1093 ***********************************************************************
 TC1093  DESIGNATION -  BOUNDARY REF MON 25
 TC1093  PID         -  TC1093
 TC1093  STATE/COUNTY-  ON/KENORA
 TC1093  COUNTRY     -  CANADA
 TC1093  NTS MAPSHEET-  FALCON ISLAND (2020)
 TC1093
 TC1093                         *CURRENT SURVEY CONTROL
 TC1093  ______________________________________________________________________
 TC1093* NAD 83(1996) POSITION- 49 20 54.94797(N) 094 54 22.51590(W)   ADJUSTED
 TC1093* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 TC1093  ______________________________________________________________________
 TC1093  GEOID HEIGHT    -        -29.640 (meters)                     EGM08
 TC1093  HORZ ORDER      -  THIRD
 TC1093
 TC1093.The positional and height information provided upon this datasheet are not
 TC1093.officially recognized by the Government of Canada, provincial governments
 TC1093.within Canada, nor are they intended to replace or substitute for them.
 TC1093.The intent of sharing this data is to allow access to positions or heights
 TC1093.recognized by the United States Government. Passive control that is used by
 TC1093.both nations may share the same or similar designations or descriptions but
 TC1093.do not share official positions or heights. The 'Station Description' may
 TC1093.originate from a Canadian 'Station Report' and if so contains information
 TC1093.licensed under the 'Open Government License - Canada'.
 TC1093
 TC1093.The horizontal coordinates were established by classical geodetic methods
 TC1093.and adjusted by the National Geodetic Survey in March 1999.
 TC1093
 TC1093.The orthometric height was scaled from a topographic map.
 TC1093
 TC1093.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1093
 TC1093.Click photographs - Photos may exist for this station.
 TC1093
 TC1093. The following values were computed from the NAD 83(1996) position.
 TC1093
 TC1093;                    North         East     Units Scale Factor Converg.
 TC1093;UTM  15      - 5,467,956.444   361,551.211   MT  0.99983546   -1 26 47.3
 TC1093
 TC1093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1093!UTM  15      -   0.99995350  x   0.99983546  =   0.99978896
 TC1093
 TC1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ6155167956(NAD 83)
 TC1093
 TC1093                          SUPERSEDED SURVEY CONTROL
 TC1093
 TC1093  NAD 83(1986)-  49 20 54.91720(N)    094 54 22.44402(W) AD(       ) 3
 TC1093
 TC1093.Superseded values are not recommended for survey control.
 TC1093
 TC1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1093.See file dsdata.pdf to determine how the superseded data were derived.
 TC1093
 TC1093_MARKER: Z = SEE DESCRIPTION
 TC1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1093+STABILITY: SURFACE MOTION
 TC1093
 TC1093  HISTORY     - Date     Condition        Report By
 TC1093  HISTORY     - 1912     MONUMENTED       IBC
 TC1093  HISTORY     - 1968     GOOD             IBC
 TC1093
 TC1093                          STATION DESCRIPTION
 TC1093
 TC1093'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JJM)
 TC1093'ABOUT 34 MILES SOUTHWEST OF KENORA, ONTARIO, AND THE SAME DISTANCE
 TC1093'NORTHEAST OF WARROAD, MINN, ON THE SMALL FLAT ISLAND IN LAKE OF THE
 TC1093'WOODS, 200 FEET OFF THE EAST SIDE OF BRUSH ISLAND, ABOUT 3 MILES
 TC1093'SOUTHEAST OF THE ENTRANCE TO NORTHWEST ANGLE INLET.
 TC1093'
 TC1093'STATION MARK--A WROUGHT - IRON POST, ABOUT 12 INCHES HIGH AND 2 INCHES
 TC1093'SQUARE, SET IN CONCRETE IN ROCK IN PLACE.
 TC1093
 TC1093                          STATION RECOVERY (1968)
 TC1093
 TC1093'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1968 (HGD)
 TC1093'RECOVERED IN GOOD CONDITION IN 1947, 1957 AND 1968.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC1095 ***********************************************************************
 TC1095  DESIGNATION -  BOUNDARY REF MON 27
 TC1095  PID         -  TC1095
 TC1095  STATE/COUNTY-  ON/KENORA
 TC1095  COUNTRY     -  CANADA
 TC1095  NTS MAPSHEET-  FALCON ISLAND (2020)
 TC1095
 TC1095                         *CURRENT SURVEY CONTROL
 TC1095  ______________________________________________________________________
 TC1095* NAD 83(1996) POSITION- 49 20 49.63999(N) 094 54 06.80263(W)   NO CHECK
 TC1095* NAVD 88 ORTHO HEIGHT -   329.    (meters)     1079.    (feet) SCALED
 TC1095  ______________________________________________________________________
 TC1095  GEOID HEIGHT    -        -29.646 (meters)                     EGM08
 TC1095  HORZ ORDER      -  THIRD
 TC1095
 TC1095.The positional and height information provided upon this datasheet are not
 TC1095.officially recognized by the Government of Canada, provincial governments
 TC1095.within Canada, nor are they intended to replace or substitute for them.
 TC1095.The intent of sharing this data is to allow access to positions or heights
 TC1095.recognized by the United States Government. Passive control that is used by
 TC1095.both nations may share the same or similar designations or descriptions but
 TC1095.do not share official positions or heights. The 'Station Description' may
 TC1095.originate from a Canadian 'Station Report' and if so contains information
 TC1095.licensed under the 'Open Government License - Canada'.
 TC1095
 TC1095.The horizontal coordinates were established by classical geodetic methods
 TC1095.and adjusted by the National Geodetic Survey in March 1999.
 TC1095
 TC1095.No horizontal observational check was made to the station.
 TC1095
 TC1095.The orthometric height was scaled from a topographic map.
 TC1095
 TC1095.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1095
 TC1095.Click photographs - Photos may exist for this station.
 TC1095
 TC1095. The following values were computed from the NAD 83(1996) position.
 TC1095
 TC1095;                    North         East     Units Scale Factor Converg.
 TC1095;UTM  15      - 5,467,784.546   361,864.074   MT  0.99983440   -1 26 35.3
 TC1095
 TC1095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1095!UTM  15      -   0.99995303  x   0.99983440  =   0.99978743
 TC1095
 TC1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ6186467784(NAD 83)
 TC1095
 TC1095                          SUPERSEDED SURVEY CONTROL
 TC1095
 TC1095  NAD 83(1986)-  49 20 49.60907(N)    094 54 06.73106(W) AD(       ) 3
 TC1095
 TC1095.Superseded values are not recommended for survey control.
 TC1095
 TC1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1095.See file dsdata.pdf to determine how the superseded data were derived.
 TC1095
 TC1095_MARKER: Z = SEE DESCRIPTION
 TC1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1095+STABILITY: SURFACE MOTION
 TC1095
 TC1095  HISTORY     - Date     Condition        Report By
 TC1095  HISTORY     - 1912     MONUMENTED       IBC
 TC1095  HISTORY     - 1968     GOOD             IBC
 TC1095
 TC1095                          STATION DESCRIPTION
 TC1095
 TC1095'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JJM)
 TC1095'ABOUT 34 MILES SOUTHWEST OF KENORA, ONTARIO, AND 36 MILES NORTHEAST OF
 TC1095'WARROAD, MINN, ON THE LOW ISLAND IN LAKE OF THE WOODS, ABOUT 300 FEET
 TC1095'IN DIAMETER, 700 FEET OFF THE EAST SIDE OF BRUSH ISLAND, ABOUT 3 MILES
 TC1095'SOUTHEAST OF THE ENTRANCE TO NORTHWEST ANGLE INLET.  THE MONUMENT IS
 TC1095'ON THE SOUTH END OF THE ISLAND.
 TC1095'
 TC1095'STATION MARK--A WROUGHT - IRON POST, ABOUT 12 INCHES HIGH AND 2 INCHES
 TC1095'SQUARE, SET IN CONCRETE IN ROCK IN PLACE.
 TC1095
 TC1095                          STATION RECOVERY (1968)
 TC1095
 TC1095'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1968 (HGD)
 TC1095'RECOVERED IN GOOD CONDITION IN 1947, 1957 AND 1968.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC1096 ***********************************************************************
 TC1096  DESIGNATION -  BOUNDARY REF MON 28
 TC1096  PID         -  TC1096
 TC1096  STATE/COUNTY-  ON/KENORA
 TC1096  COUNTRY     -  CANADA
 TC1096  NTS MAPSHEET-  FALCON ISLAND (2020)
 TC1096
 TC1096                         *CURRENT SURVEY CONTROL
 TC1096  ______________________________________________________________________
 TC1096* NAD 83(1996) POSITION- 49 20 25.14911(N) 094 52 59.16886(W)   NO CHECK
 TC1096* NAVD 88 ORTHO HEIGHT -   332.    (meters)     1089.    (feet) SCALED
 TC1096  ______________________________________________________________________
 TC1096  GEOID HEIGHT    -        -29.670 (meters)                     EGM08
 TC1096  HORZ ORDER      -  THIRD
 TC1096
 TC1096.The positional and height information provided upon this datasheet are not
 TC1096.officially recognized by the Government of Canada, provincial governments
 TC1096.within Canada, nor are they intended to replace or substitute for them.
 TC1096.The intent of sharing this data is to allow access to positions or heights
 TC1096.recognized by the United States Government. Passive control that is used by
 TC1096.both nations may share the same or similar designations or descriptions but
 TC1096.do not share official positions or heights. The 'Station Description' may
 TC1096.originate from a Canadian 'Station Report' and if so contains information
 TC1096.licensed under the 'Open Government License - Canada'.
 TC1096
 TC1096.The horizontal coordinates were established by classical geodetic methods
 TC1096.and adjusted by the National Geodetic Survey in March 1999.
 TC1096
 TC1096.No horizontal observational check was made to the station.
 TC1096
 TC1096.The orthometric height was scaled from a topographic map.
 TC1096
 TC1096.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1096
 TC1096.Click photographs - Photos may exist for this station.
 TC1096
 TC1096. The following values were computed from the NAD 83(1996) position.
 TC1096
 TC1096;                    North         East     Units Scale Factor Converg.
 TC1096;UTM  15      - 5,466,994.097   363,209.665   MT  0.99982985   -1 25 43.4
 TC1096
 TC1096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1096!UTM  15      -   0.99995256  x   0.99982985  =   0.99978242
 TC1096
 TC1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ6320966994(NAD 83)
 TC1096
 TC1096                          SUPERSEDED SURVEY CONTROL
 TC1096
 TC1096  NAD 83(1986)-  49 20 25.11724(N)    094 52 59.09866(W) AD(       ) 3
 TC1096
 TC1096.Superseded values are not recommended for survey control.
 TC1096
 TC1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1096.See file dsdata.pdf to determine how the superseded data were derived.
 TC1096
 TC1096_MARKER: Z = SEE DESCRIPTION
 TC1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1096+STABILITY: SURFACE MOTION
 TC1096
 TC1096  HISTORY     - Date     Condition        Report By
 TC1096  HISTORY     - 1912     MONUMENTED       IBC
 TC1096  HISTORY     - 1968     GOOD             IBC
 TC1096
 TC1096                          STATION DESCRIPTION
 TC1096
 TC1096'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JJM)
 TC1096'ON THE LARGE ISLAND SOUTH OF WINDFALL ISLAND IN LAKE OF THE WOODS,
 TC1096'ABOUT 36 MILES NORTHEAST OF WARROAD, MINN, AND 34 MILES SOUTHWEST OF
 TC1096'KENORA, ONTARIO, AT THE SOUTHWEST END OF THE ISLAND, 2000 FEET NORTH
 TC1096'OF THE WEST END OF PASSAGE ISLAND.  THE PART OF THE ISLAND ON WHICH
 TC1096'THE MONUMENT IS SITUATED IS SEPARATED FROM THE MAIN ISLAND BY A MARSH.
 TC1096'
 TC1096'STATION MARK--A WROUGHT - IRON POST, ABOUT 12 INCHES HIGH AND 2 INCHES
 TC1096'SQUARE, SET IN CONCRETE IN ROCK IN PLACE.
 TC1096
 TC1096                          STATION RECOVERY (1968)
 TC1096
 TC1096'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1968 (HGD)
 TC1096'RECOVERED IN GOOD CONDITION IN 1937, 1947, 1957 AND 1968.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TB1125 ***********************************************************************
 TB1125  DESIGNATION -  BOUNDARY REF MON 294=R L 68
 TB1125  PID         -  TB1125
 TB1125  STATE/COUNTY-  ON/RAINY RIVER
 TB1125  COUNTRY     -  CANADA
 TB1125  NTS MAPSHEET-  SEINE BAY (2020)
 TB1125
 TB1125                         *CURRENT SURVEY CONTROL
 TB1125  ______________________________________________________________________
 TB1125* NAD 83(1996) POSITION- 48 34 38.39090(N) 092 48 58.70905(W)   ADJUSTED
 TB1125* NAVD 88 ORTHO HEIGHT -   340.    (meters)     1115.    (feet) SCALED
 TB1125  ______________________________________________________________________
 TB1125  GEOID HEIGHT    -        -31.646 (meters)                     EGM08
 TB1125  HORZ ORDER      -  THIRD
 TB1125
 TB1125.The positional and height information provided upon this datasheet are not
 TB1125.officially recognized by the Government of Canada, provincial governments
 TB1125.within Canada, nor are they intended to replace or substitute for them.
 TB1125.The intent of sharing this data is to allow access to positions or heights
 TB1125.recognized by the United States Government. Passive control that is used by
 TB1125.both nations may share the same or similar designations or descriptions but
 TB1125.do not share official positions or heights. The 'Station Description' may
 TB1125.originate from a Canadian 'Station Report' and if so contains information
 TB1125.licensed under the 'Open Government License - Canada'.
 TB1125
 TB1125.The horizontal coordinates were established by classical geodetic methods
 TB1125.and adjusted by the National Geodetic Survey in March 1999.
 TB1125
 TB1125.The orthometric height was scaled from a topographic map.
 TB1125
 TB1125.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB1125
 TB1125.Click photographs - Photos may exist for this station.
 TB1125
 TB1125. The following values were computed from the NAD 83(1996) position.
 TB1125
 TB1125;                    North         East     Units Scale Factor Converg.
 TB1125;UTM  15      - 5,380,487.670   513,549.008   MT  0.99960226   +0 08 15.9
 TB1125
 TB1125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TB1125!UTM  15      -   0.99995162  x   0.99960226  =   0.99955390
 TB1125
 TB1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UWP1354980487(NAD 83)
 TB1125
 TB1125                          SUPERSEDED SURVEY CONTROL
 TB1125
 TB1125  NAD 83(1986)-  48 34 38.38445(N)    092 48 58.73615(W) AD(       ) 3
 TB1125
 TB1125.Superseded values are not recommended for survey control.
 TB1125
 TB1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB1125.See file dsdata.pdf to determine how the superseded data were derived.
 TB1125
 TB1125_MARKER: Z = SEE DESCRIPTION
 TB1125_SETTING: 66 = SET IN ROCK OUTCROP
 TB1125_MARK LOGO: IBC
 TB1125_PROJECTION: PROJECTING 6 CENTIMETERS
 TB1125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TB1125
 TB1125  HISTORY     - Date     Condition        Report By
 TB1125  HISTORY     - 1914     MONUMENTED       IBC
 TB1125  HISTORY     - 1967     GOOD             CGS
 TB1125
 TB1125                          STATION DESCRIPTION
 TB1125
 TB1125'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914
 TB1125'R.M., IS A 2 X 2 INCH METAL POST SET IN A DRILL HOLE IN
 TB1125'OUTCROPPING BEDROCK, PROJECTING 6 INCHES ABOVE THE SURFACE AND
 TB1125'IS STAMPED INT. BDRY REF. MARK CANADA 294.  IT IS 8 FEET
 TB1125'WEST OF THE EAST EDGE OF THE WATER LINE, 68 FEET EAST OF THE WEST
 TB1125'EDGE OF THE WATER AND 80 FEET NORTH OF THE SOUTH EDGE OF THE
 TB1125'WATER.
 TB1125
 TB1125                          STATION RECOVERY (1967)
 TB1125
 TB1125'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 TB1125'IN ROCK, IN RAINY LAKE,5.0 MILES EAST-SOUTHEAST OF BURLE NARROWS,
 TB1125'2.0 MILES NORTH-NORTHEAST OF CAPE RUDOLPH, 0.3 MILE SOUTH OF
 TB1125'ANCHOR ISLAND, 39.00 FEET SOUTH OF MANITOU (TB1119).
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC1097 ***********************************************************************
 TC1097  DESIGNATION -  BOUNDARY REF MON 29
 TC1097  PID         -  TC1097
 TC1097  STATE/COUNTY-  ON/KENORA
 TC1097  COUNTRY     -  CANADA
 TC1097  NTS MAPSHEET-  FALCON ISLAND (2020)
 TC1097
 TC1097                         *CURRENT SURVEY CONTROL
 TC1097  ______________________________________________________________________
 TC1097* NAD 83(1996) POSITION- 49 20 06.51741(N) 094 52 43.01613(W)   ADJUSTED
 TC1097* NAVD 88 ORTHO HEIGHT -   329.    (meters)     1079.    (feet) SCALED
 TC1097  ______________________________________________________________________
 TC1097  GEOID HEIGHT    -        -29.675 (meters)                     EGM08
 TC1097  HORZ ORDER      -  THIRD
 TC1097
 TC1097.The positional and height information provided upon this datasheet are not
 TC1097.officially recognized by the Government of Canada, provincial governments
 TC1097.within Canada, nor are they intended to replace or substitute for them.
 TC1097.The intent of sharing this data is to allow access to positions or heights
 TC1097.recognized by the United States Government. Passive control that is used by
 TC1097.both nations may share the same or similar designations or descriptions but
 TC1097.do not share official positions or heights. The 'Station Description' may
 TC1097.originate from a Canadian 'Station Report' and if so contains information
 TC1097.licensed under the 'Open Government License - Canada'.
 TC1097
 TC1097.The horizontal coordinates were established by classical geodetic methods
 TC1097.and adjusted by the National Geodetic Survey in March 1999.
 TC1097
 TC1097.The orthometric height was scaled from a topographic map.
 TC1097
 TC1097.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1097
 TC1097.Click photographs - Photos may exist for this station.
 TC1097
 TC1097. The following values were computed from the NAD 83(1996) position.
 TC1097
 TC1097;                    North         East     Units Scale Factor Converg.
 TC1097;UTM  15      - 5,466,410.658   363,521.264   MT  0.99982881   -1 25 30.8
 TC1097
 TC1097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1097!UTM  15      -   0.99995303  x   0.99982881  =   0.99978185
 TC1097
 TC1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ6352166410(NAD 83)
 TC1097
 TC1097                          SUPERSEDED SURVEY CONTROL
 TC1097
 TC1097  NAD 83(1986)-  49 20 06.48563(N)    094 52 42.94683(W) AD(       ) 3
 TC1097
 TC1097.Superseded values are not recommended for survey control.
 TC1097
 TC1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1097.See file dsdata.pdf to determine how the superseded data were derived.
 TC1097
 TC1097_MARKER: Z = SEE DESCRIPTION
 TC1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1097+STABILITY: SURFACE MOTION
 TC1097
 TC1097  HISTORY     - Date     Condition        Report By
 TC1097  HISTORY     - 1912     MONUMENTED       IBC
 TC1097  HISTORY     - 1968     GOOD             IBC
 TC1097
 TC1097                          STATION DESCRIPTION
 TC1097
 TC1097'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JJM)
 TC1097'ON PASSAGE ISLAND IN LAKE OF THE WOODS, ABOUT 36 MILES NORTHEAST OF
 TC1097'WARROAD, MINN, AND 34 MILES SOUTHWEST OF KENORA, ONTARIO.  THE
 TC1097'MONUMENT IS AT THE WEST END OF THE ISLAND (THIS IS A NARROW ISLAND
 TC1097'NEARLY A MILE LONG IN A EAST AND WEST DIRECTION NORTHEAST OF FLAG
 TC1097'ISLAND).  REFERENCE MONUMENT 28 IS ABOUT 2200 FEET NORTHWEST.
 TC1097'
 TC1097'STATION MARK--A WROUGHT - IRON POST, ABOUT 12 INCHES AND 2 INCHES
 TC1097'SQUARE, SET IN CONCRETE IN ROCK IN PLACE.
 TC1097
 TC1097                          STATION RECOVERY (1968)
 TC1097
 TC1097'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1968 (HGD)
 TC1097'RECOVERED IN GOOD CONDITION IN 1937, 1947, 1957 AND 1968.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC1098 ***********************************************************************
 TC1098  DESIGNATION -  BOUNDARY REF MON 3
 TC1098  PID         -  TC1098
 TC1098  STATE/COUNTY-  ON/KENORA
 TC1098  COUNTRY     -  CANADA
 TC1098  NTS MAPSHEET-  BERRY POINT (2020)
 TC1098
 TC1098                         *CURRENT SURVEY CONTROL
 TC1098  ______________________________________________________________________
 TC1098* NAD 83(1996) POSITION- 49 22 48.89079(N) 095 08 32.33571(W)   ADJUSTED
 TC1098* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 TC1098  ______________________________________________________________________
 TC1098  GEOID HEIGHT    -        -29.333 (meters)                     EGM08
 TC1098  HORZ ORDER      -  THIRD
 TC1098
 TC1098.The positional and height information provided upon this datasheet are not
 TC1098.officially recognized by the Government of Canada, provincial governments
 TC1098.within Canada, nor are they intended to replace or substitute for them.
 TC1098.The intent of sharing this data is to allow access to positions or heights
 TC1098.recognized by the United States Government. Passive control that is used by
 TC1098.both nations may share the same or similar designations or descriptions but
 TC1098.do not share official positions or heights. The 'Station Description' may
 TC1098.originate from a Canadian 'Station Report' and if so contains information
 TC1098.licensed under the 'Open Government License - Canada'.
 TC1098
 TC1098.The horizontal coordinates were established by classical geodetic methods
 TC1098.and adjusted by the National Geodetic Survey in March 1999.
 TC1098
 TC1098.The orthometric height was scaled from a topographic map.
 TC1098
 TC1098.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1098
 TC1098.Click photographs - Photos may exist for this station.
 TC1098
 TC1098. The following values were computed from the NAD 83(1996) position.
 TC1098
 TC1098;                    North         East     Units Scale Factor Converg.
 TC1098;UTM  15      - 5,471,934.487   344,507.415   MT  0.99989700   -1 37 35.2
 TC1098
 TC1098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1098!UTM  15      -   0.99995345  x   0.99989700  =   0.99985045
 TC1098
 TC1098:                Primary Azimuth Mark                     Grid Az
 TC1098:UTM  15      -  BOUNDARY MONUMENT 925 OLD                251 19 46.6
 TC1098
 TC1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ4450771934(NAD 83)
 TC1098
 TC1098|---------------------------------------------------------------------|
 TC1098| PID    Reference Object                     Distance      Geod. Az  |
 TC1098|                                                           dddmmss.s |
 TC1098| TC0845 BOUNDARY MONUMENT 925 OLD           APPROX. 0.9 KM 2494211.4 |
 TC1098|---------------------------------------------------------------------|
 TC1098
 TC1098                          SUPERSEDED SURVEY CONTROL
 TC1098
 TC1098  NAD 83(1986)-  49 22 48.87037(N)    095 08 32.21219(W) AD(       ) 3
 TC1098
 TC1098.Superseded values are not recommended for survey control.
 TC1098
 TC1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1098.See file dsdata.pdf to determine how the superseded data were derived.
 TC1098
 TC1098_MARKER: Z = SEE DESCRIPTION
 TC1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1098+STABILITY: SURFACE MOTION
 TC1098
 TC1098  HISTORY     - Date     Condition        Report By
 TC1098  HISTORY     - 1912     MONUMENTED       IBC
 TC1098  HISTORY     - 1957     MARK NOT FOUND   IBC
 TC1098
 TC1098                          STATION DESCRIPTION
 TC1098
 TC1098'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JJM)
 TC1098'ABOUT 40 MILES SOUTHWEST OF KENORA, ONTARIO, AND 34 MILES NORTH OF
 TC1098'WARROAD, MINN, ON THE NORTH SHORE OF NORTHWEST ANGLE INLET OF LAKE
 TC1098'OF THE WOODS, 7 MILES WEST OF MAGNUSONS ISLAND AND JUST NORTH OF THE
 TC1098'ENTRANCE TO HARRISON CREEK, MONUMENT 1 IS 1900 FEET NORTHWEST.
 TC1098'MONUMENT 3 IS SET IN LOW, WET GROUND ABOUT 300 FEET FROM THE TREE
 TC1098'LINE.
 TC1098'
 TC1098'STATION MARK--A WROUGHT - IRON POST, ABOUT 12 INCHES HIGH AND 2 INCHES
 TC1098'SQUARE, SET IN A SQUARE CONCRETE BASE.
 TC1098
 TC1098                          STATION RECOVERY (1957)
 TC1098
 TC1098'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 TC1098'REF MON UNDER WATER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC1100 ***********************************************************************
 TC1100  DESIGNATION -  BOUNDARY REF MON 31
 TC1100  PID         -  TC1100
 TC1100  STATE/COUNTY-  ON/KENORA
 TC1100  COUNTRY     -  CANADA
 TC1100  NTS MAPSHEET-  FALCON ISLAND (2020)
 TC1100
 TC1100                         *CURRENT SURVEY CONTROL
 TC1100  ______________________________________________________________________
 TC1100* NAD 83(1996) POSITION- 49 19 36.53854(N) 094 51 19.44221(W)   ADJUSTED
 TC1100* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 TC1100  ______________________________________________________________________
 TC1100  GEOID HEIGHT    -        -29.707 (meters)                     EGM08
 TC1100  HORZ ORDER      -  THIRD
 TC1100
 TC1100.The positional and height information provided upon this datasheet are not
 TC1100.officially recognized by the Government of Canada, provincial governments
 TC1100.within Canada, nor are they intended to replace or substitute for them.
 TC1100.The intent of sharing this data is to allow access to positions or heights
 TC1100.recognized by the United States Government. Passive control that is used by
 TC1100.both nations may share the same or similar designations or descriptions but
 TC1100.do not share official positions or heights. The 'Station Description' may
 TC1100.originate from a Canadian 'Station Report' and if so contains information
 TC1100.licensed under the 'Open Government License - Canada'.
 TC1100
 TC1100.The horizontal coordinates were established by classical geodetic methods
 TC1100.and adjusted by the National Geodetic Survey in March 1999.
 TC1100
 TC1100.The orthometric height was scaled from a topographic map.
 TC1100
 TC1100.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1100
 TC1100.Click photographs - Photos may exist for this station.
 TC1100
 TC1100. The following values were computed from the NAD 83(1996) position.
 TC1100
 TC1100;                    North         East     Units Scale Factor Converg.
 TC1100;UTM  15      - 5,465,443.254   365,184.965   MT  0.99982326   -1 24 26.7
 TC1100
 TC1100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1100!UTM  15      -   0.99995351  x   0.99982326  =   0.99977677
 TC1100
 TC1100:                Primary Azimuth Mark                     Grid Az
 TC1100:UTM  15      -  BOUNDARY REF MON 33                      102 20 18.5
 TC1100
 TC1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ6518465443(NAD 83)
 TC1100
 TC1100|---------------------------------------------------------------------|
 TC1100| PID    Reference Object                     Distance      Geod. Az  |
 TC1100|                                                           dddmmss.s |
 TC1100| TC1102 BOUNDARY REF MON 33                 APPROX. 0.8 KM 1005551.8 |
 TC1100| TC1101 BOUNDARY REF MON 32                 APPROX. 0.5 KM 1603846.4 |
 TC1100|---------------------------------------------------------------------|
 TC1100
 TC1100                          SUPERSEDED SURVEY CONTROL
 TC1100
 TC1100  NAD 83(1986)-  49 19 36.50626(N)    094 51 19.37525(W) AD(       ) 3
 TC1100
 TC1100.Superseded values are not recommended for survey control.
 TC1100
 TC1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1100.See file dsdata.pdf to determine how the superseded data were derived.
 TC1100
 TC1100_MARKER: Z = SEE DESCRIPTION
 TC1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1100+STABILITY: SURFACE MOTION
 TC1100
 TC1100  HISTORY     - Date     Condition        Report By
 TC1100  HISTORY     - 1912     MONUMENTED       IBC
 TC1100  HISTORY     - 1968     GOOD             IBC
 TC1100
 TC1100                          STATION DESCRIPTION
 TC1100
 TC1100'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JJM)
 TC1100'ABOUT 36 MILES NORTHEAST OF WARROAD, MINN, AND 34 MILES SOUTHWEST OF
 TC1100'KENORA, ONTARIO, ON THE VERY SMALL ISLAND IN LAKE OF THE WOODS, 500
 TC1100'FEET FROM THE MOST SOUTHERN POINT OF CYCLONE ISLAND AND 1500 FEET
 TC1100'NORTH OF THE NORTHWEST OF OAK ISLAND.
 TC1100'
 TC1100'STATION MARK--A WROUGHT - IRON POST, ABOUT 12 INCHES HIGH AND 2 INCHES
 TC1100'SQUARE, SET IN CONCRETE IN ROCK IN PLACE.
 TC1100
 TC1100                          STATION RECOVERY (1968)
 TC1100
 TC1100'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1968 (HGD)
 TC1100'RECOVERED IN GOOD CONDITION IN 1947, 1957 AND 1968.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC1102 ***********************************************************************
 TC1102  DESIGNATION -  BOUNDARY REF MON 33
 TC1102  PID         -  TC1102
 TC1102  STATE/COUNTY-  ON/KENORA
 TC1102  COUNTRY     -  CANADA
 TC1102  NTS MAPSHEET-  FALCON ISLAND (2020)
 TC1102
 TC1102                         *CURRENT SURVEY CONTROL
 TC1102  ______________________________________________________________________
 TC1102* NAD 83(1996) POSITION- 49 19 31.79744(N) 094 50 41.89823(W)   ADJUSTED
 TC1102* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 TC1102  ______________________________________________________________________
 TC1102  GEOID HEIGHT    -        -29.721 (meters)                     EGM08
 TC1102  HORZ ORDER      -  THIRD
 TC1102
 TC1102.The positional and height information provided upon this datasheet are not
 TC1102.officially recognized by the Government of Canada, provincial governments
 TC1102.within Canada, nor are they intended to replace or substitute for them.
 TC1102.The intent of sharing this data is to allow access to positions or heights
 TC1102.recognized by the United States Government. Passive control that is used by
 TC1102.both nations may share the same or similar designations or descriptions but
 TC1102.do not share official positions or heights. The 'Station Description' may
 TC1102.originate from a Canadian 'Station Report' and if so contains information
 TC1102.licensed under the 'Open Government License - Canada'.
 TC1102
 TC1102.The horizontal coordinates were established by classical geodetic methods
 TC1102.and adjusted by the National Geodetic Survey in March 1999.
 TC1102
 TC1102.The orthometric height was scaled from a topographic map.
 TC1102
 TC1102.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1102
 TC1102.Click photographs - Photos may exist for this station.
 TC1102
 TC1102. The following values were computed from the NAD 83(1996) position.
 TC1102
 TC1102;                    North         East     Units Scale Factor Converg.
 TC1102;UTM  15      - 5,465,278.291   365,939.121   MT  0.99982077   -1 23 58.1
 TC1102
 TC1102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1102!UTM  15      -   0.99995351  x   0.99982077  =   0.99977429
 TC1102
 TC1102:                Primary Azimuth Mark                     Grid Az
 TC1102:UTM  15      -  BOUNDARY REF MON 32                      239 58 21.3
 TC1102
 TC1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ6593965278(NAD 83)
 TC1102
 TC1102|---------------------------------------------------------------------|
 TC1102| PID    Reference Object                     Distance      Geod. Az  |
 TC1102|                                                           dddmmss.s |
 TC1102| TC1101 BOUNDARY REF MON 32                 APPROX. 0.7 KM 2383423.2 |
 TC1102|---------------------------------------------------------------------|
 TC1102
 TC1102                          SUPERSEDED SURVEY CONTROL
 TC1102
 TC1102  NAD 83(1986)-  49 19 31.76473(N)    094 50 41.83207(W) AD(       ) 3
 TC1102
 TC1102.Superseded values are not recommended for survey control.
 TC1102
 TC1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1102.See file dsdata.pdf to determine how the superseded data were derived.
 TC1102
 TC1102_MARKER: Z = SEE DESCRIPTION
 TC1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1102+STABILITY: SURFACE MOTION
 TC1102
 TC1102  HISTORY     - Date     Condition        Report By
 TC1102  HISTORY     - 1912     MONUMENTED       IBC
 TC1102  HISTORY     - 1968     GOOD             IBC
 TC1102
 TC1102                          STATION DESCRIPTION
 TC1102
 TC1102'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JJM)
 TC1102'ON CENTER ISLAND IN LAKE OF THE WOODS, ABOUT 36 MILES NORTHEAST OF
 TC1102'WARROAD, MINN, AND 34 MILES SOUTHWEST OF KENORA, ONTARIO, AT THE SOUTH
 TC1102'END OF THE ISLAND WHICH IS 1500 FEET IN DIAMETER AND LIES BETWEEN
 TC1102'CYCLONE AND OAK ISLANDS.
 TC1102'
 TC1102'STATION MARK--A WROUGHT - IRON POST, ABOUT 12 INCHES HIGH AND 2 INCHES
 TC1102'SQUARE, SET IN CONCRETE IN ROCK IN PLACE.
 TC1102
 TC1102                          STATION RECOVERY (1968)
 TC1102
 TC1102'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1968 (HGD)
 TC1102'RECOVERED IN GOOD CONDITION IN 1937, 1947, 1957 AND 1968.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC1104 ***********************************************************************
 TC1104  DESIGNATION -  BOUNDARY REF MON 35
 TC1104  PID         -  TC1104
 TC1104  STATE/COUNTY-  ON/KENORA
 TC1104  COUNTRY     -  CANADA
 TC1104  NTS MAPSHEET-  FALCON ISLAND (2020)
 TC1104
 TC1104                         *CURRENT SURVEY CONTROL
 TC1104  ______________________________________________________________________
 TC1104* NAD 83(1996) POSITION- 49 19 16.44049(N) 094 48 54.46531(W)   ADJUSTED
 TC1104* NAVD 88 ORTHO HEIGHT -   329.    (meters)     1079.    (feet) SCALED
 TC1104  ______________________________________________________________________
 TC1104  GEOID HEIGHT    -        -29.765 (meters)                     EGM08
 TC1104  HORZ ORDER      -  THIRD
 TC1104
 TC1104.The positional and height information provided upon this datasheet are not
 TC1104.officially recognized by the Government of Canada, provincial governments
 TC1104.within Canada, nor are they intended to replace or substitute for them.
 TC1104.The intent of sharing this data is to allow access to positions or heights
 TC1104.recognized by the United States Government. Passive control that is used by
 TC1104.both nations may share the same or similar designations or descriptions but
 TC1104.do not share official positions or heights. The 'Station Description' may
 TC1104.originate from a Canadian 'Station Report' and if so contains information
 TC1104.licensed under the 'Open Government License - Canada'.
 TC1104
 TC1104.The horizontal coordinates were established by classical geodetic methods
 TC1104.and adjusted by the National Geodetic Survey in March 1999.
 TC1104
 TC1104.The orthometric height was scaled from a topographic map.
 TC1104
 TC1104.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1104
 TC1104.Click photographs - Photos may exist for this station.
 TC1104
 TC1104. The following values were computed from the NAD 83(1996) position.
 TC1104
 TC1104;                    North         East     Units Scale Factor Converg.
 TC1104;UTM  15      - 5,464,751.545   368,096.053   MT  0.99981372   -1 22 36.3
 TC1104
 TC1104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1104!UTM  15      -   0.99995305  x   0.99981372  =   0.99976677
 TC1104
 TC1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ6809664751(NAD 83)
 TC1104
 TC1104                          SUPERSEDED SURVEY CONTROL
 TC1104
 TC1104  NAD 83(1986)-  49 19 16.40670(N)    094 48 54.40148(W) AD(       ) 3
 TC1104
 TC1104.Superseded values are not recommended for survey control.
 TC1104
 TC1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1104.See file dsdata.pdf to determine how the superseded data were derived.
 TC1104
 TC1104_MARKER: Z = SEE DESCRIPTION
 TC1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1104+STABILITY: SURFACE MOTION
 TC1104
 TC1104  HISTORY     - Date     Condition        Report By
 TC1104  HISTORY     - 1912     MONUMENTED       IBC
 TC1104  HISTORY     - 1968     GOOD             IBC
 TC1104
 TC1104                          STATION DESCRIPTION
 TC1104
 TC1104'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JJM)
 TC1104'ON AN ISLAND IN LAKE OF THE WOODS, ABOUT 36 MILES NORTHEAST OF
 TC1104'WARROAD, MINN, AND 34 MILES SOUTHWEST OF KENORA, ONTARIO.  THE
 TC1104'MONUMENT IS ON THE WEST END OF THE SMALL ISLAND 800 FEET EAST OF THE
 TC1104'NORTHEAST END OF OAK ISLAND.
 TC1104'
 TC1104'STATION MARK--A WROUGHT - IRON POST, ABOUT 12 INCHES HIGH AND 2 INCHES
 TC1104'SQUARE, SET IN CONCRETE IN ROCK IN PLACE.
 TC1104
 TC1104                          STATION RECOVERY (1968)
 TC1104
 TC1104'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1968 (HGD)
 TC1104'RECOVERED IN GOOD CONDITION IN 1947, 1957 AND 1968.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC1106 ***********************************************************************
 TC1106  DESIGNATION -  BOUNDARY REF MON 37
 TC1106  PID         -  TC1106
 TC1106  STATE/COUNTY-  ON/KENORA
 TC1106  COUNTRY     -  CANADA
 TC1106  NTS MAPSHEET-  FALCON ISLAND (2020)
 TC1106
 TC1106                         *CURRENT SURVEY CONTROL
 TC1106  ______________________________________________________________________
 TC1106* NAD 83(1996) POSITION- 49 18 31.70516(N) 094 49 20.87742(W)   NO CHECK
 TC1106* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 TC1106  ______________________________________________________________________
 TC1106  GEOID HEIGHT    -        -29.752 (meters)                     EGM08
 TC1106  HORZ ORDER      -  THIRD
 TC1106
 TC1106.The positional and height information provided upon this datasheet are not
 TC1106.officially recognized by the Government of Canada, provincial governments
 TC1106.within Canada, nor are they intended to replace or substitute for them.
 TC1106.The intent of sharing this data is to allow access to positions or heights
 TC1106.recognized by the United States Government. Passive control that is used by
 TC1106.both nations may share the same or similar designations or descriptions but
 TC1106.do not share official positions or heights. The 'Station Description' may
 TC1106.originate from a Canadian 'Station Report' and if so contains information
 TC1106.licensed under the 'Open Government License - Canada'.
 TC1106
 TC1106.The horizontal coordinates were established by classical geodetic methods
 TC1106.and adjusted by the National Geodetic Survey in March 1999.
 TC1106
 TC1106.No horizontal observational check was made to the station.
 TC1106
 TC1106.The orthometric height was scaled from a topographic map.
 TC1106
 TC1106.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1106
 TC1106.Click photographs - Photos may exist for this station.
 TC1106
 TC1106. The following values were computed from the NAD 83(1996) position.
 TC1106
 TC1106;                    North         East     Units Scale Factor Converg.
 TC1106;UTM  15      - 5,463,383.019   367,529.598   MT  0.99981556   -1 22 55.4
 TC1106
 TC1106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1106!UTM  15      -   0.99995351  x   0.99981556  =   0.99976908
 TC1106
 TC1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ6752963383(NAD 83)
 TC1106
 TC1106                          SUPERSEDED SURVEY CONTROL
 TC1106
 TC1106  NAD 83(1986)-  49 18 31.67252(N)    094 49 20.81433(W) AD(       ) 3
 TC1106
 TC1106.Superseded values are not recommended for survey control.
 TC1106
 TC1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1106.See file dsdata.pdf to determine how the superseded data were derived.
 TC1106
 TC1106_MARKER: Z = SEE DESCRIPTION
 TC1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1106+STABILITY: SURFACE MOTION
 TC1106
 TC1106  HISTORY     - Date     Condition        Report By
 TC1106  HISTORY     - 1912     MONUMENTED       IBC
 TC1106  HISTORY     - 1968     GOOD             IBC
 TC1106
 TC1106                          STATION DESCRIPTION
 TC1106
 TC1106'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JJM)
 TC1106'ON SQUAK ISLAND IN LAKE OF THE WOODS, ABOUT 36 MILES NORTHEAST OF
 TC1106'WARROAD, MINN, AND 35 MILES SOUTHWEST OF KENORA, ONTARIO, ON THE WEST
 TC1106'SIDE OF THE NORTHWEST END OF THE ISLAND.  REFERENCE MONUMENT 36, ON
 TC1106'THE EAST SIDE OF OAK ISLAND, IS ABOUT 900 FEET WEST.
 TC1106'
 TC1106'STATION MARK--A WROUGHT - IRON POST, ABOUT 12 INCHES HIGH AND 2 INCHES
 TC1106'SQUARE, SET IN CONCRETE IN ROCK IN PLACE.
 TC1106
 TC1106                          STATION RECOVERY (1968)
 TC1106
 TC1106'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1968 (HGD)
 TC1106'RECOVERED IN GOOD CONDITION IN 1937, 1947, 1957 AND 1968.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC1111 ***********************************************************************
 TC1111  DESIGNATION -  BOUNDARY REF MON 41
 TC1111  PID         -  TC1111
 TC1111  STATE/COUNTY-  ON/RAINY RIVER
 TC1111  COUNTRY     -  CANADA
 TC1111  NTS MAPSHEET-  BIG ISLAND (2020)
 TC1111
 TC1111                         *CURRENT SURVEY CONTROL
 TC1111  ______________________________________________________________________
 TC1111* NAD 83(1996) POSITION- 49 12 49.58091(N) 094 47 37.08180(W)   ADJUSTED
 TC1111* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 TC1111  ______________________________________________________________________
 TC1111  GEOID HEIGHT    -        -29.739 (meters)                     EGM08
 TC1111  HORZ ORDER      -  THIRD
 TC1111
 TC1111.The positional and height information provided upon this datasheet are not
 TC1111.officially recognized by the Government of Canada, provincial governments
 TC1111.within Canada, nor are they intended to replace or substitute for them.
 TC1111.The intent of sharing this data is to allow access to positions or heights
 TC1111.recognized by the United States Government. Passive control that is used by
 TC1111.both nations may share the same or similar designations or descriptions but
 TC1111.do not share official positions or heights. The 'Station Description' may
 TC1111.originate from a Canadian 'Station Report' and if so contains information
 TC1111.licensed under the 'Open Government License - Canada'.
 TC1111
 TC1111.The horizontal coordinates were established by classical geodetic methods
 TC1111.and adjusted by the National Geodetic Survey in March 1999.
 TC1111
 TC1111.The orthometric height was scaled from a topographic map.
 TC1111
 TC1111.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1111
 TC1111.Click photographs - Photos may exist for this station.
 TC1111
 TC1111. The following values were computed from the NAD 83(1996) position.
 TC1111
 TC1111;                    North         East     Units Scale Factor Converg.
 TC1111;UTM  15      - 5,452,768.605   369,374.568   MT  0.99980961   -1 21 29.7
 TC1111
 TC1111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1111!UTM  15      -   0.99995351  x   0.99980961  =   0.99976313
 TC1111
 TC1111:                Primary Azimuth Mark                     Grid Az
 TC1111:UTM  15      -  BOUNDARY REF MON 40                      284 48 35.2
 TC1111
 TC1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ6937452768(NAD 83)
 TC1111
 TC1111|---------------------------------------------------------------------|
 TC1111| PID    Reference Object                     Distance      Geod. Az  |
 TC1111|                                                           dddmmss.s |
 TC1111| TC1110 BOUNDARY REF MON 40                 APPROX. 0.6 KM 2832705.5 |
 TC1111|---------------------------------------------------------------------|
 TC1111
 TC1111                          SUPERSEDED SURVEY CONTROL
 TC1111
 TC1111  NAD 83(1986)-  49 12 49.55261(N)    094 47 37.02929(W) AD(       ) 3
 TC1111
 TC1111.Superseded values are not recommended for survey control.
 TC1111
 TC1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1111.See file dsdata.pdf to determine how the superseded data were derived.
 TC1111
 TC1111_MARKER: Z = SEE DESCRIPTION
 TC1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1111+STABILITY: SURFACE MOTION
 TC1111
 TC1111  HISTORY     - Date     Condition        Report By
 TC1111  HISTORY     - 1913     MONUMENTED       IBC
 TC1111  HISTORY     - 1968     GOOD             IBC
 TC1111
 TC1111                          STATION DESCRIPTION
 TC1111
 TC1111'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JJM)
 TC1111'ON BEAR ISLAND IN LAKE OF THE WOODS, ABOUT 32 MILES NORTHEAST OF
 TC1111'WARROAD, MINN, AND 35 MILES NORTHWEST OF RAINY RIVER, ONTARIO.  THE
 TC1111'MONUMENT IS ON THE MOST WESTERN POINT OF THE ISLAND, ONE - THIRD MILE
 TC1111'EAST OF REFERENCE MONUMENT 40.
 TC1111'
 TC1111'STATION MARK--A WROUGHT - IRON POST, ABOUT 12 INCHES HIGH AND 2 INCHES
 TC1111'SQUARE, SET IN CONCRETE IN ROCK IN PLACE.
 TC1111
 TC1111                          STATION RECOVERY (1968)
 TC1111
 TC1111'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1968 (HGD)
 TC1111'RECOVERED IN GOOD CONDITION IN 1947, 1957 AND 1968.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC1114 ***********************************************************************
 TC1114  DESIGNATION -  BOUNDARY REF MON 43 RESET
 TC1114  PID         -  TC1114
 TC1114  STATE/COUNTY-  ON/RAINY RIVER
 TC1114  COUNTRY     -  CANADA
 TC1114  NTS MAPSHEET-  BIG ISLAND (2020)
 TC1114
 TC1114                         *CURRENT SURVEY CONTROL
 TC1114  ______________________________________________________________________
 TC1114* NAD 83(1996) POSITION- 49 11 36.39728(N) 094 47 42.20569(W)   NO CHECK
 TC1114* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 TC1114  ______________________________________________________________________
 TC1114  GEOID HEIGHT    -        -29.713 (meters)                     EGM08
 TC1114  HORZ ORDER      -  THIRD
 TC1114
 TC1114.The positional and height information provided upon this datasheet are not
 TC1114.officially recognized by the Government of Canada, provincial governments
 TC1114.within Canada, nor are they intended to replace or substitute for them.
 TC1114.The intent of sharing this data is to allow access to positions or heights
 TC1114.recognized by the United States Government. Passive control that is used by
 TC1114.both nations may share the same or similar designations or descriptions but
 TC1114.do not share official positions or heights. The 'Station Description' may
 TC1114.originate from a Canadian 'Station Report' and if so contains information
 TC1114.licensed under the 'Open Government License - Canada'.
 TC1114
 TC1114.The horizontal coordinates were established by classical geodetic methods
 TC1114.and adjusted by the National Geodetic Survey in March 1999.
 TC1114
 TC1114.No horizontal observational check was made to the station.
 TC1114
 TC1114.The orthometric height was scaled from a topographic map.
 TC1114
 TC1114.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1114
 TC1114.Click photographs - Photos may exist for this station.
 TC1114
 TC1114. The following values were computed from the NAD 83(1996) position.
 TC1114
 TC1114;                    North         East     Units Scale Factor Converg.
 TC1114;UTM  15      - 5,450,511.290   369,217.303   MT  0.99981011   -1 21 32.1
 TC1114
 TC1114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1114!UTM  15      -   0.99995351  x   0.99981011  =   0.99976363
 TC1114
 TC1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ6921750511(NAD 83)
 TC1114
 TC1114                          SUPERSEDED SURVEY CONTROL
 TC1114
 TC1114  NAD 83(1986)-  49 11 36.36938(N)    094 47 42.15509(W) AD(       ) 3
 TC1114
 TC1114.Superseded values are not recommended for survey control.
 TC1114
 TC1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1114.See file dsdata.pdf to determine how the superseded data were derived.
 TC1114
 TC1114_MARKER: Z = SEE DESCRIPTION
 TC1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1114+STABILITY: SURFACE MOTION
 TC1114
 TC1114  HISTORY     - Date     Condition        Report By
 TC1114  HISTORY     - 1937     MONUMENTED       IBC
 TC1114  HISTORY     - 1968     GOOD             IBC
 TC1114
 TC1114                          STATION DESCRIPTION
 TC1114
 TC1114'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1937 (JH)
 TC1114'WAS FOUND TIPPED OVER ON ROCKY SHORE.  IT WAS MOVED EAST ABOUT 35 FEET
 TC1114'AND RESET IN EARTH 12 FEET BACK FROM TOP OF BANK AND ABOUT 10 FEET
 TC1114'ABOVE THE WATER LEVEL OF THE LAKE.  ITS GEOGRAPHIC POSITION WAS
 TC1114'DETERIMINED BY TRIANGULATION FROM REFERENCE MONUMENTS 40, 41 AND 42.
 TC1114
 TC1114                          STATION RECOVERY (1968)
 TC1114
 TC1114'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1968 (HGD)
 TC1114'RECOVERED IN GOOD CONDITION IN 1947, 1957 AND 1968.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC1117 ***********************************************************************
 TC1117  DESIGNATION -  BOUNDARY REF MON 45
 TC1117  PID         -  TC1117
 TC1117  STATE/COUNTY-  ON/RAINY RIVER
 TC1117  COUNTRY     -  CANADA
 TC1117  NTS MAPSHEET-  BIG ISLAND (2020)
 TC1117
 TC1117                         *CURRENT SURVEY CONTROL
 TC1117  ______________________________________________________________________
 TC1117* NAD 83(1996) POSITION- 49 07 27.86176(N) 094 46 22.79092(W)   NO CHECK
 TC1117* NAVD 88 ORTHO HEIGHT -   329.    (meters)     1079.    (feet) SCALED
 TC1117  ______________________________________________________________________
 TC1117  GEOID HEIGHT    -        -29.653 (meters)                     EGM08
 TC1117  HORZ ORDER      -  THIRD
 TC1117
 TC1117.The positional and height information provided upon this datasheet are not
 TC1117.officially recognized by the Government of Canada, provincial governments
 TC1117.within Canada, nor are they intended to replace or substitute for them.
 TC1117.The intent of sharing this data is to allow access to positions or heights
 TC1117.recognized by the United States Government. Passive control that is used by
 TC1117.both nations may share the same or similar designations or descriptions but
 TC1117.do not share official positions or heights. The 'Station Description' may
 TC1117.originate from a Canadian 'Station Report' and if so contains information
 TC1117.licensed under the 'Open Government License - Canada'.
 TC1117
 TC1117.The horizontal coordinates were established by classical geodetic methods
 TC1117.and adjusted by the National Geodetic Survey in March 1999.
 TC1117
 TC1117.No horizontal observational check was made to the station.
 TC1117
 TC1117.The orthometric height was scaled from a topographic map.
 TC1117
 TC1117.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1117
 TC1117.Click photographs - Photos may exist for this station.
 TC1117
 TC1117. The following values were computed from the NAD 83(1996) position.
 TC1117
 TC1117;                    North         East     Units Scale Factor Converg.
 TC1117;UTM  15      - 5,442,799.129   370,644.716   MT  0.99980555   -1 20 26.9
 TC1117
 TC1117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1117!UTM  15      -   0.99995303  x   0.99980555  =   0.99975859
 TC1117
 TC1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ7064442799(NAD 83)
 TC1117
 TC1117                          SUPERSEDED SURVEY CONTROL
 TC1117
 TC1117  NAD 83(1986)-  49 07 27.83626(N)    094 46 22.74837(W) AD(       ) 3
 TC1117
 TC1117.Superseded values are not recommended for survey control.
 TC1117
 TC1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1117.See file dsdata.pdf to determine how the superseded data were derived.
 TC1117
 TC1117_MARKER: Z = SEE DESCRIPTION
 TC1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1117+STABILITY: SURFACE MOTION
 TC1117
 TC1117  HISTORY     - Date     Condition        Report By
 TC1117  HISTORY     - 1913     MONUMENTED       IBC
 TC1117  HISTORY     - 1968     GOOD             IBC
 TC1117
 TC1117                          STATION DESCRIPTION
 TC1117
 TC1117'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JJM)
 TC1117'ON AN ISLAND IN LAKE OF THE WOODS, ABOUT 29 MILES NORTHEAST OF
 TC1117'WARROAD, MINN, AND THE SAME DISTANCE NORTHWEST OF RAINY RIVER,
 TC1117'ONTARIO, 300 FEET OFF THE SOUTH END OF SUGAR POINT, THE POINT BETWEEN
 TC1117'TWO LARGE BAYS ON THE WEST SIDE OF BIG ISLAND.  THE MONUMENT IS ON THE
 TC1117'WEST SIDE OF THE ISLAND.
 TC1117'
 TC1117'STATION MARK--A WROUGHT - IRON POST, ABOUT 12 INCHES HIGH AND 2
 TC1117'INCHES SQUARE, SET IN CONCRETE IN ROCK IN PLACE.
 TC1117
 TC1117                          STATION RECOVERY (1968)
 TC1117
 TC1117'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1968 (HGD)
 TC1117'RECOVERED IN GOOD CONDITION IN 1947 AND 1968.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TB0038 ***********************************************************************
 TB0038  DESIGNATION -  BOUNDARY REF MON 467
 TB0038  PID         -  TB0038
 TB0038  STATE/COUNTY-  ON/RAINY RIVER
 TB0038  COUNTRY     -  CANADA
 TB0038  NTS MAPSHEET-  052C01 (2020)
 TB0038
 TB0038                         *CURRENT SURVEY CONTROL
 TB0038  ______________________________________________________________________
 TB0038* NAD 83(1986) POSITION- 48 14 16.2    (N) 092 19 32.0    (W)   HD_HELD2
 TB0038* NAVD 88 ORTHO HEIGHT -   356.601 (meters)     1169.95  (feet) ADJUSTED
 TB0038  ______________________________________________________________________
 TB0038  GEOID HEIGHT    -        -31.605 (meters)                     EGM08
 TB0038  DYNAMIC HEIGHT  -        356.665 (meters)     1170.16  (feet) COMP
 TB0038  MODELED GRAVITY -    980,781.6   (mgal)                       NAVD 88
 TB0038
 TB0038  VERT ORDER      -  SECOND    CLASS 0
 TB0038
 TB0038.The positional and height information provided upon this datasheet are not
 TB0038.officially recognized by the Government of Canada, provincial governments
 TB0038.within Canada, nor are they intended to replace or substitute for them.
 TB0038.The intent of sharing this data is to allow access to positions or heights
 TB0038.recognized by the United States Government. Passive control that is used by
 TB0038.both nations may share the same or similar designations or descriptions but
 TB0038.do not share official positions or heights. The 'Station Description' may
 TB0038.originate from a Canadian 'Station Report' and if so contains information
 TB0038.licensed under the 'Open Government License - Canada'.
 TB0038
 TB0038.The horizontal coordinates were established by autonomous hand held GPS
 TB0038.observations and have an estimated accuracy of +/- 10 meters.
 TB0038
 TB0038.The horizontal coordinates are considered weak due to poor geometry
 TB0038.of the observations.
 TB0038
 TB0038.The orthometric height was determined by differential leveling and
 TB0038.adjusted by the NATIONAL GEODETIC SURVEY
 TB0038.in June 1991.
 TB0038
 TB0038.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB0038
 TB0038.Click photographs - Photos may exist for this station.
 TB0038
 TB0038.The dynamic height is computed by dividing the NAVD 88
 TB0038.geopotential number by the normal gravity value computed on the
 TB0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0038.degrees latitude (g = 980.6199 gals.).
 TB0038
 TB0038.The modeled gravity was interpolated from observed gravity values.
 TB0038
 TB0038
 TB0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UWP5007842954(NAD 83)
 TB0038
 TB0038                          SUPERSEDED SURVEY CONTROL
 TB0038
 TB0038  NGVD 29 (??/??/92)  356.317  (m)         1169.02   (f) ADJ UNCH    2 0
 TB0038
 TB0038.Superseded values are not recommended for survey control.
 TB0038
 TB0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0038.See file dsdata.pdf to determine how the superseded data were derived.
 TB0038
 TB0038_MARKER: DD = SURVEY DISK
 TB0038_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 TB0038_STAMPING: 467
 TB0038_MARK LOGO: IBC
 TB0038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TB0038
 TB0038  HISTORY     - Date     Condition        Report By
 TB0038  HISTORY     - 19150401 MONUMENTED       IBC
 TB0038  HISTORY     - 1935     GOOD             CGS
 TB0038  HISTORY     - 20070524 GOOD             MNDT
 TB0038
 TB0038                          STATION DESCRIPTION
 TB0038
 TB0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TB0038'14.8 MI NE FROM BUYCK.
 TB0038'5.8 MILES NORTH ALONG COUNTY ROAD 24 FROM THE POST OFFICE AT BUYCK,
 TB0038'ST. LOUIS COUNTY, THENCE 9.0 MILES EAST ALONG LOON LAKE ROAD, ON THE
 TB0038'RIGHT BANK OF LOON RIVER, AT THE DAM AT THE FOOT OF LOON LAKE, 10 FEET
 TB0038'TO THE RIGHT OF THE NORTH END OF THE DAM, AND IN THE TOP OF A LARGE
 TB0038'ROCK.  AN INTERNATIONAL BOUNDARY COMMISSION STANDARD REFERENCE-MARK
 TB0038'DISK, STAMPED 467.
 TB0038
 TB0038                          STATION RECOVERY (2007)
 TB0038
 TB0038'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DB)
 TB0038'5.8 MI (9.3 KM) NORTH OF BUYCK POST OFFICE ON COUNTY ROAD 24 THEN 9.0
 TB0038'MI (14.5 KM) EAST ON LOON LAKE TRAIL, ON THE RIGHT BANK OF LOON RIVER,
 TB0038'AT DAM AT FEET OF LOON LAKE, 10 FT (3.0 M) NORTH OF NORTH END OF DAM,
 TB0038'IN THE TOP OF LARGE ROCK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC1119 ***********************************************************************
 TC1119  DESIGNATION -  BOUNDARY REF MON 47
 TC1119  PID         -  TC1119
 TC1119  STATE/COUNTY-  ON/RAINY RIVER
 TC1119  COUNTRY     -  CANADA
 TC1119  NTS MAPSHEET-  BIG ISLAND (2020)
 TC1119
 TC1119                         *CURRENT SURVEY CONTROL
 TC1119  ______________________________________________________________________
 TC1119* NAD 83(1996) POSITION- 49 06 06.25637(N) 094 44 36.83896(W)   ADJUSTED
 TC1119* NAVD 88 ORTHO HEIGHT -   329.    (meters)     1079.    (feet) SCALED
 TC1119  ______________________________________________________________________
 TC1119  GEOID HEIGHT    -        -29.667 (meters)                     EGM08
 TC1119  HORZ ORDER      -  THIRD
 TC1119
 TC1119.The positional and height information provided upon this datasheet are not
 TC1119.officially recognized by the Government of Canada, provincial governments
 TC1119.within Canada, nor are they intended to replace or substitute for them.
 TC1119.The intent of sharing this data is to allow access to positions or heights
 TC1119.recognized by the United States Government. Passive control that is used by
 TC1119.both nations may share the same or similar designations or descriptions but
 TC1119.do not share official positions or heights. The 'Station Description' may
 TC1119.originate from a Canadian 'Station Report' and if so contains information
 TC1119.licensed under the 'Open Government License - Canada'.
 TC1119
 TC1119.The horizontal coordinates were established by classical geodetic methods
 TC1119.and adjusted by the National Geodetic Survey in March 1999.
 TC1119
 TC1119.The orthometric height was scaled from a topographic map.
 TC1119
 TC1119.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1119
 TC1119.Click photographs - Photos may exist for this station.
 TC1119
 TC1119. The following values were computed from the NAD 83(1996) position.
 TC1119
 TC1119;                    North         East     Units Scale Factor Converg.
 TC1119;UTM  15      - 5,440,229.495   372,733.882   MT  0.99979897   -1 19 05.1
 TC1119
 TC1119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1119!UTM  15      -   0.99995303  x   0.99979897  =   0.99975201
 TC1119
 TC1119:                Primary Azimuth Mark                     Grid Az
 TC1119:UTM  15      -  BIG                                      146 39 27.3
 TC1119
 TC1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ7273340229(NAD 83)
 TC1119
 TC1119|---------------------------------------------------------------------|
 TC1119| PID    Reference Object                     Distance      Geod. Az  |
 TC1119|                                                           dddmmss.s |
 TC1119| TC0760 BIG                                 APPROX. 2.8 KM 1452022.2 |
 TC1119|---------------------------------------------------------------------|
 TC1119
 TC1119                          SUPERSEDED SURVEY CONTROL
 TC1119
 TC1119  NAD 83(1986)-  49 06 06.22823(N)    094 44 36.79590(W) AD(       ) 3
 TC1119
 TC1119.Superseded values are not recommended for survey control.
 TC1119
 TC1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1119.See file dsdata.pdf to determine how the superseded data were derived.
 TC1119
 TC1119_MARKER: Z = SEE DESCRIPTION
 TC1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1119+STABILITY: SURFACE MOTION
 TC1119
 TC1119  HISTORY     - Date     Condition        Report By
 TC1119  HISTORY     - 1913     MONUMENTED       IBC
 TC1119  HISTORY     - 1968     GOOD             IBC
 TC1119
 TC1119                          STATION DESCRIPTION
 TC1119
 TC1119'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JJM)
 TC1119'ON BIG ISLAND IN LAKE OF THE WOODS, ABOUT 29 MILES NORTHEAST OF
 TC1119'WARROAD, MINN, AND 27 MILES NORTHWEST OF RAINY RIVER, ONTARIO, NEAR
 TC1119'THE SOUTH END OF THE POINT OF BIG ISLAND THAT IS MIDWAY BETWEEN THE
 TC1119'SOUTH END OF BIG ISLAND AND SUGAR POINT.
 TC1119'
 TC1119'STATION MARK--A WROUGHT - IRON POST, ABOUT 12 INCHES HIGH AND 2 INCHES
 TC1119'SQUARE, SET IN CONCRETE IN ROCK IN PLACE.
 TC1119
 TC1119                          STATION RECOVERY (1968)
 TC1119
 TC1119'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1968 (HGD)
 TC1119'RECOVERED IN GOOD CONDITION IN 1947 AND 1968.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC1121 ***********************************************************************
 TC1121  DESIGNATION -  BOUNDARY REF MON 5
 TC1121  PID         -  TC1121
 TC1121  STATE/COUNTY-  ON/KENORA
 TC1121  COUNTRY     -  CANADA
 TC1121  NTS MAPSHEET-  BERRY POINT (2020)
 TC1121
 TC1121                         *CURRENT SURVEY CONTROL
 TC1121  ______________________________________________________________________
 TC1121* NAD 83(1996) POSITION- 49 22 32.25507(N) 095 07 45.15959(W)   ADJUSTED
 TC1121* NAVD 88 ORTHO HEIGHT -   329.    (meters)     1079.    (feet) SCALED
 TC1121  ______________________________________________________________________
 TC1121  GEOID HEIGHT    -        -29.349 (meters)                     EGM08
 TC1121  HORZ ORDER      -  THIRD
 TC1121
 TC1121.The positional and height information provided upon this datasheet are not
 TC1121.officially recognized by the Government of Canada, provincial governments
 TC1121.within Canada, nor are they intended to replace or substitute for them.
 TC1121.The intent of sharing this data is to allow access to positions or heights
 TC1121.recognized by the United States Government. Passive control that is used by
 TC1121.both nations may share the same or similar designations or descriptions but
 TC1121.do not share official positions or heights. The 'Station Description' may
 TC1121.originate from a Canadian 'Station Report' and if so contains information
 TC1121.licensed under the 'Open Government License - Canada'.
 TC1121
 TC1121.The horizontal coordinates were established by classical geodetic methods
 TC1121.and adjusted by the National Geodetic Survey in March 1999.
 TC1121
 TC1121.The orthometric height was scaled from a topographic map.
 TC1121
 TC1121.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1121
 TC1121.Click photographs - Photos may exist for this station.
 TC1121
 TC1121. The following values were computed from the NAD 83(1996) position.
 TC1121
 TC1121;                    North         East     Units Scale Factor Converg.
 TC1121;UTM  15      - 5,471,393.886   345,443.996   MT  0.99989343   -1 36 59.0
 TC1121
 TC1121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1121!UTM  15      -   0.99995298  x   0.99989343  =   0.99984641
 TC1121
 TC1121:                Primary Azimuth Mark                     Grid Az
 TC1121:UTM  15      -  BOUNDARY REF MON 7                       119 59 42.7
 TC1121
 TC1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ4544371393(NAD 83)
 TC1121
 TC1121|---------------------------------------------------------------------|
 TC1121| PID    Reference Object                     Distance      Geod. Az  |
 TC1121|                                                           dddmmss.s |
 TC1121| TC1152 BOUNDARY REF MON 7                  APPROX. 1.7 KM 1182243.7 |
 TC1121|---------------------------------------------------------------------|
 TC1121
 TC1121                          SUPERSEDED SURVEY CONTROL
 TC1121
 TC1121  NAD 83(1986)-  49 22 32.23664(N)    095 07 45.04860(W) AD(       ) 3
 TC1121
 TC1121.Superseded values are not recommended for survey control.
 TC1121
 TC1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1121.See file dsdata.pdf to determine how the superseded data were derived.
 TC1121
 TC1121_MARKER: Z = SEE DESCRIPTION
 TC1121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC1121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1121+STABILITY: SURFACE MOTION
 TC1121
 TC1121  HISTORY     - Date     Condition        Report By
 TC1121  HISTORY     - 1912     MONUMENTED       IBC
 TC1121  HISTORY     - 1957     GOOD             IBC
 TC1121
 TC1121                          STATION DESCRIPTION
 TC1121
 TC1121'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JJM)
 TC1121'ABOUT 39 MILES SOUTHWEST OF KENORA, ONTARIO, AND 33 MILES NORTH OF
 TC1121'WARROAD, MINN, ON THE NORTH SHORE OF NORTHWEST ANGLE INLET OF LAKE
 TC1121'OF THE WOODS, 6 MILES WEST OF MAGNUSONS ISLAND, OPPOSITE THE ENTRANCE
 TC1121'TO BEAR CREEK, THE MONUMENT IS IN LOW WET GROUND CLOSE TO THE TREE
 TC1121'LINE ABOUT ON LINE WITH THE GENERAL DIRECTION IN WHICH BEAR CREEK
 TC1121'FLOWS.
 TC1121'
 TC1121'STATION MARK--A WROUGHT - IRON POST, ABOUT 12 INCHES HIGH, SET IN A
 TC1121'SQUARE CONCRETE BASE.
 TC1121
 TC1121                          STATION RECOVERY (1957)
 TC1121
 TC1121'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 TC1121'RECOVERED IN GOOD CONDITION IN 1947 AND 1957.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0595 ***********************************************************************
 TC0595  DESIGNATION -  BOUNDARY REF MON 55=DOG
 TC0595  PID         -  TC0595
 TC0595  STATE/COUNTY-  ON/RAINY RIVER
 TC0595  COUNTRY     -  CANADA
 TC0595  NTS MAPSHEET-  RAINY RIVER (2020)
 TC0595
 TC0595                         *CURRENT SURVEY CONTROL
 TC0595  ______________________________________________________________________
 TC0595* NAD 83(1996) POSITION- 48 49 27.50506(N) 094 42 00.02493(W)   ADJUSTED
 TC0595* NAVD 88 ORTHO HEIGHT -   325.    (meters)     1066.    (feet) SCALED
 TC0595  ______________________________________________________________________
 TC0595  GEOID HEIGHT    -        -29.154 (meters)                     EGM08
 TC0595  HORZ ORDER      -  FIRST
 TC0595
 TC0595.The positional and height information provided upon this datasheet are not
 TC0595.officially recognized by the Government of Canada, provincial governments
 TC0595.within Canada, nor are they intended to replace or substitute for them.
 TC0595.The intent of sharing this data is to allow access to positions or heights
 TC0595.recognized by the United States Government. Passive control that is used by
 TC0595.both nations may share the same or similar designations or descriptions but
 TC0595.do not share official positions or heights. The 'Station Description' may
 TC0595.originate from a Canadian 'Station Report' and if so contains information
 TC0595.licensed under the 'Open Government License - Canada'.
 TC0595
 TC0595.The horizontal coordinates were established by classical geodetic methods
 TC0595.and adjusted by the National Geodetic Survey in March 1999.
 TC0595
 TC0595.The orthometric height was scaled from a topographic map.
 TC0595
 TC0595.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0595
 TC0595.Click photographs - Photos may exist for this station.
 TC0595
 TC0595. The following values were computed from the NAD 83(1996) position.
 TC0595
 TC0595;                    North         East     Units Scale Factor Converg.
 TC0595;UTM  15      - 5,409,318.633   375,222.856   MT  0.99979127   -1 16 47.1
 TC0595
 TC0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0595!UTM  15      -   0.99995357  x   0.99979127  =   0.99974485
 TC0595
 TC0595:                Primary Azimuth Mark                     Grid Az
 TC0595:UTM  15      -  REED                                     171 49 17.6
 TC0595
 TC0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ7522209318(NAD 83)
 TC0595
 TC0595|---------------------------------------------------------------------|
 TC0595| PID    Reference Object                     Distance      Geod. Az  |
 TC0595|                                                           dddmmss.s |
 TC0595| TC0594 REED                                APPROX. 5.2 KM 1703230.5 |
 TC0595|---------------------------------------------------------------------|
 TC0595
 TC0595                          SUPERSEDED SURVEY CONTROL
 TC0595
 TC0595  NAD 83(1986)-  48 49 27.48094(N)    094 42 00.00710(W) AD(       ) 1
 TC0595
 TC0595.Superseded values are not recommended for survey control.
 TC0595
 TC0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0595.See file dsdata.pdf to determine how the superseded data were derived.
 TC0595
 TC0595_MARKER: I = METAL ROD
 TC0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0595+STABILITY: SURFACE MOTION
 TC0595
 TC0595  HISTORY     - Date     Condition        Report By
 TC0595  HISTORY     - 1913     MONUMENTED       IBC
 TC0595  HISTORY     - 1947     GOOD             IBC
 TC0595  HISTORY     - 1957     GOOD             IBC
 TC0595  HISTORY     - 1968     GOOD             IBC
 TC0595
 TC0595                          STATION DESCRIPTION
 TC0595
 TC0595'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (JJM)
 TC0595'IN THE WILD LANDS RESERVE, SECTION 16, ON THE RIGHT SIDE OF RAINY
 TC0595'RIVER, ABOUT 9-1/2 MILES NORTHWEST OF BAUDETTE, MINN, AND RAINY RIVER,
 TC0595'ONTARIO, 1 MILE ABOVE THE LONG POINT, NEAR THE MOUTH OF THE RIVER,
 TC0595'JUST SOUTH OF A SAWMILL.  THE MONUMENT IS ABOVE THE BANK.
 TC0595'
 TC0595'STATION MARK--A WROUGHT - IRON POST, ABOUT 12 INCHES HIGH AND 2 INCHES
 TC0595'SQUARE, SET IN A SQUARE CONCRETE BASE.  A SMALL TOWER WAS ERECTED OVER
 TC0595'THE MONUMENT.
 TC0595
 TC0595                          STATION RECOVERY (1947)
 TC0595
 TC0595'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1947
 TC0595'RECOVERED IN GOOD CONDITION.
 TC0595
 TC0595                          STATION RECOVERY (1957)
 TC0595
 TC0595'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957
 TC0595'RECOVERED IN GOOD CONDITION.
 TC0595
 TC0595                          STATION RECOVERY (1968)
 TC0595
 TC0595'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1968 (CJG)
 TC0595'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC1134 ***********************************************************************
 TC1134  DESIGNATION -  BOUNDARY REF MON 59 A
 TC1134  PID         -  TC1134
 TC1134  STATE/COUNTY-  ON/RAINY RIVER
 TC1134  COUNTRY     -  CANADA
 TC1134  NTS MAPSHEET-  RAINY RIVER (2020)
 TC1134
 TC1134                         *CURRENT SURVEY CONTROL
 TC1134  ______________________________________________________________________
 TC1134* NAD 83(1996) POSITION- 48 48 39.79872(N) 094 41 26.80709(W)   NO CHECK
 TC1134* NAVD 88 ORTHO HEIGHT -   329.    (meters)     1079.    (feet) SCALED
 TC1134  ______________________________________________________________________
 TC1134  GEOID HEIGHT    -        -29.131 (meters)                     EGM08
 TC1134  HORZ ORDER      -  THIRD
 TC1134
 TC1134.The positional and height information provided upon this datasheet are not
 TC1134.officially recognized by the Government of Canada, provincial governments
 TC1134.within Canada, nor are they intended to replace or substitute for them.
 TC1134.The intent of sharing this data is to allow access to positions or heights
 TC1134.recognized by the United States Government. Passive control that is used by
 TC1134.both nations may share the same or similar designations or descriptions but
 TC1134.do not share official positions or heights. The 'Station Description' may
 TC1134.originate from a Canadian 'Station Report' and if so contains information
 TC1134.licensed under the 'Open Government License - Canada'.
 TC1134
 TC1134.The horizontal coordinates were established by classical geodetic methods
 TC1134.and adjusted by the National Geodetic Survey in March 1999.
 TC1134
 TC1134.No horizontal observational check was made to the station.
 TC1134
 TC1134.The orthometric height was scaled from a topographic map.
 TC1134
 TC1134.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1134
 TC1134.Click photographs - Photos may exist for this station.
 TC1134
 TC1134. The following values were computed from the NAD 83(1996) position.
 TC1134
 TC1134;                    North         East     Units Scale Factor Converg.
 TC1134;UTM  15      - 5,407,830.541   375,867.362   MT  0.99978930   -1 16 21.2
 TC1134
 TC1134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1134!UTM  15      -   0.99995294  x   0.99978930  =   0.99974225
 TC1134
 TC1134:                Primary Azimuth Mark                     Grid Az
 TC1134:UTM  15      -  BOUNDARY REF MON 60                      237 57 28.2
 TC1134
 TC1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ7586707830(NAD 83)
 TC1134
 TC1134|---------------------------------------------------------------------|
 TC1134| PID    Reference Object                     Distance      Geod. Az  |
 TC1134|                                                           dddmmss.s |
 TC1134| TC1133 BOUNDARY REF MON 59                   7.250 METERS 22646     |
 TC1134| TC1136 BOUNDARY REF MON 60                 APPROX. 0.8 KM 2364107.0 |
 TC1134|---------------------------------------------------------------------|
 TC1134
 TC1134                          SUPERSEDED SURVEY CONTROL
 TC1134
 TC1134  NAD 83(1986)-  48 48 39.77028(N)    094 41 26.78821(W) AD(       ) 3
 TC1134
 TC1134.Superseded values are not recommended for survey control.
 TC1134
 TC1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1134.See file dsdata.pdf to determine how the superseded data were derived.
 TC1134
 TC1134_MARKER: DD = SURVEY DISK
 TC1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1134+STABILITY: SURFACE MOTION
 TC1134
 TC1134  HISTORY     - Date     Condition        Report By
 TC1134  HISTORY     - 1957     MONUMENTED       IBC
 TC1134
 TC1134                          STATION DESCRIPTION
 TC1134
 TC1134'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 TC1134'ABOUT 8-1/2 MILES NW OF BAUDETTE, MINN AND RAINY RIVER, ONTARIO
 TC1134'BRIDGE, ON THE NORTH SIDE OF THE MOUTH OF WILSON CREEK.  IT IS 25 FEET
 TC1134'NORTH OF THE TOP OF THE CREEK BANK AND 50 FEET EAST OF THE RIVER BANK.
 TC1134'
 TC1134'STATION MARK IS A TRIANGULATION TABLET SET IN THE TOP OF A CYLINDER OF
 TC1134'CONCRETE 5 INCHES IN DIAMETER AND 2 FEET LONG, SET VERTICALLY IN THE
 TC1134'GROUND AND PROJECTING 5 INCHES ABOVE THE SURFACE IN OPEN GRASS
 TC1134'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC1152 ***********************************************************************
 TC1152  DESIGNATION -  BOUNDARY REF MON 7
 TC1152  PID         -  TC1152
 TC1152  STATE/COUNTY-  ON/KENORA
 TC1152  COUNTRY     -  CANADA
 TC1152  NTS MAPSHEET-  BERRY POINT (2020)
 TC1152
 TC1152                         *CURRENT SURVEY CONTROL
 TC1152  ______________________________________________________________________
 TC1152* NAD 83(1996) POSITION- 49 22 06.78158(N) 095 06 32.97181(W)   ADJUSTED
 TC1152* NAVD 88 ORTHO HEIGHT -   329.    (meters)     1079.    (feet) SCALED
 TC1152  ______________________________________________________________________
 TC1152  GEOID HEIGHT    -        -29.374 (meters)                     EGM08
 TC1152  HORZ ORDER      -  THIRD
 TC1152
 TC1152.The positional and height information provided upon this datasheet are not
 TC1152.officially recognized by the Government of Canada, provincial governments
 TC1152.within Canada, nor are they intended to replace or substitute for them.
 TC1152.The intent of sharing this data is to allow access to positions or heights
 TC1152.recognized by the United States Government. Passive control that is used by
 TC1152.both nations may share the same or similar designations or descriptions but
 TC1152.do not share official positions or heights. The 'Station Description' may
 TC1152.originate from a Canadian 'Station Report' and if so contains information
 TC1152.licensed under the 'Open Government License - Canada'.
 TC1152
 TC1152.The horizontal coordinates were established by classical geodetic methods
 TC1152.and adjusted by the National Geodetic Survey in March 1999.
 TC1152
 TC1152.The orthometric height was scaled from a topographic map.
 TC1152
 TC1152.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1152
 TC1152.Click photographs - Photos may exist for this station.
 TC1152
 TC1152. The following values were computed from the NAD 83(1996) position.
 TC1152
 TC1152;                    North         East     Units Scale Factor Converg.
 TC1152;UTM  15      - 5,470,566.437   346,877.464   MT  0.99988802   -1 36 03.5
 TC1152
 TC1152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1152!UTM  15      -   0.99995298  x   0.99988802  =   0.99984101
 TC1152
 TC1152:                Primary Azimuth Mark                     Grid Az
 TC1152:UTM  15      -  BOUNDARY REF MON 9                       095 50 08.3
 TC1152
 TC1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ4687770566(NAD 83)
 TC1152
 TC1152|---------------------------------------------------------------------|
 TC1152| PID    Reference Object                     Distance      Geod. Az  |
 TC1152|                                                           dddmmss.s |
 TC1152| TC1183 BOUNDARY REF MON 9                  APPROX. 1.4 KM 0941404.8 |
 TC1152|---------------------------------------------------------------------|
 TC1152
 TC1152                          SUPERSEDED SURVEY CONTROL
 TC1152
 TC1152  NAD 83(1986)-  49 22 06.76634(N)    095 06 32.87910(W) AD(       ) 3
 TC1152
 TC1152.Superseded values are not recommended for survey control.
 TC1152
 TC1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1152.See file dsdata.pdf to determine how the superseded data were derived.
 TC1152
 TC1152_MARKER: Z = SEE DESCRIPTION
 TC1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1152+STABILITY: SURFACE MOTION
 TC1152
 TC1152  HISTORY     - Date     Condition        Report By
 TC1152  HISTORY     - 1912     MONUMENTED       IBC
 TC1152  HISTORY     - 1957     GOOD             IBC
 TC1152
 TC1152                          STATION DESCRIPTION
 TC1152
 TC1152'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JJM)
 TC1152'ABOUT 39 MILES SOUTHWEST OF KENORA, ONTARIO, AND 33 MILES NORTH OF
 TC1152'WARROAD, MINN, ON THE NORTH SHORE OF NORTHWEST ANGLE INLET OF LAKE OF
 TC1152'THE WOODS, 5 MILES WEST OF MAGNUSONS ISLANDS, OPPOSITE THE ENTRANCE TO
 TC1152'POPLAR CREEK, THE MONUMENT IS IN LOW WET GROUND CLOSE TO THE TREE LINE
 TC1152'ABOUT ON LINE WITH THE GENERAL DIRECTION IN WHICH POPLAR CREEK FLOWS.
 TC1152'
 TC1152'STATION MARK--A WROUGHT - IRON POST, ABOUT 12 INCHES HIGH AND 2 INCHES
 TC1152'SQUARE, SET IN A SQUARE CONCRETE BASE.
 TC1152
 TC1152                          STATION RECOVERY (1957)
 TC1152
 TC1152'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 TC1152'RECOVERED IN GOOD CONDITION IN 1937, 1947 AND 1957.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC1170 ***********************************************************************
 TC1170  DESIGNATION -  BOUNDARY REF MON 79 A
 TC1170  PID         -  TC1170
 TC1170  STATE/COUNTY-  ON/RAINY RIVER
 TC1170  COUNTRY     -  CANADA
 TC1170  NTS MAPSHEET-  RAINY RIVER (2020)
 TC1170
 TC1170                         *CURRENT SURVEY CONTROL
 TC1170  ______________________________________________________________________
 TC1170* NAD 83(1996) POSITION- 48 44 26.66109(N) 094 37 44.88085(W)   NO CHECK
 TC1170* NAVD 88 ORTHO HEIGHT -   329.    (meters)     1079.    (feet) SCALED
 TC1170  ______________________________________________________________________
 TC1170  GEOID HEIGHT    -        -29.018 (meters)                     EGM08
 TC1170  HORZ ORDER      -  THIRD
 TC1170
 TC1170.The positional and height information provided upon this datasheet are not
 TC1170.officially recognized by the Government of Canada, provincial governments
 TC1170.within Canada, nor are they intended to replace or substitute for them.
 TC1170.The intent of sharing this data is to allow access to positions or heights
 TC1170.recognized by the United States Government. Passive control that is used by
 TC1170.both nations may share the same or similar designations or descriptions but
 TC1170.do not share official positions or heights. The 'Station Description' may
 TC1170.originate from a Canadian 'Station Report' and if so contains information
 TC1170.licensed under the 'Open Government License - Canada'.
 TC1170
 TC1170.The horizontal coordinates were established by classical geodetic methods
 TC1170.and adjusted by the National Geodetic Survey in March 1999.
 TC1170
 TC1170.No horizontal observational check was made to the station.
 TC1170
 TC1170.The orthometric height was scaled from a topographic map.
 TC1170
 TC1170.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1170
 TC1170.Click photographs - Photos may exist for this station.
 TC1170
 TC1170. The following values were computed from the NAD 83(1996) position.
 TC1170
 TC1170;                    North         East     Units Scale Factor Converg.
 TC1170;UTM  15      - 5,399,915.862   380,225.901   MT  0.99977625   -1 13 29.3
 TC1170
 TC1170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1170!UTM  15      -   0.99995293  x   0.99977625  =   0.99972919
 TC1170
 TC1170:                Primary Azimuth Mark                     Grid Az
 TC1170:UTM  15      -  REF MON 82 47                            203 07 39.5
 TC1170
 TC1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8022599915(NAD 83)
 TC1170
 TC1170|---------------------------------------------------------------------|
 TC1170| PID    Reference Object                     Distance      Geod. Az  |
 TC1170|                                                           dddmmss.s |
 TC1170| TC1169 BOUNDARY REF MON 79 RESET            11.140 METERS 18107     |
 TC1170| TC1175 REF MON 82 47                       414.004 METERS 2015410.2 |
 TC1170|---------------------------------------------------------------------|
 TC1170
 TC1170                          SUPERSEDED SURVEY CONTROL
 TC1170
 TC1170  NAD 83(1986)-  48 44 26.63898(N)    094 37 44.87160(W) AD(       ) 3
 TC1170
 TC1170.Superseded values are not recommended for survey control.
 TC1170
 TC1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1170.See file dsdata.pdf to determine how the superseded data were derived.
 TC1170
 TC1170_MARKER: DD = SURVEY DISK
 TC1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1170+STABILITY: SURFACE MOTION
 TC1170
 TC1170  HISTORY     - Date     Condition        Report By
 TC1170  HISTORY     - 1957     MONUMENTED       IBC
 TC1170
 TC1170                          STATION DESCRIPTION
 TC1170
 TC1170'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 TC1170'ABOUT 2-1/2 MILES NW OF THE BAUDETTE - RAINY RIVER BRIDGE, TO THE WEST
 TC1170'SIDE OF A SMALL CREEK DUE NORTH OF A LARGE CREEK ON THE US SIDE.  IT
 TC1170'IS 30 FEET INLAND FROM THE NEAREST POINT OF THE TOP OF THE HIGH BANK
 TC1170'OF THE RIVER, 4 FEET EASTERLY OF THE NEAREST ROAD TRACK, AND 5 FEET W
 TC1170'OF THE FENCE PERPENDICULAR TO THE RIVER.
 TC1170'
 TC1170'STATION MARK IS A TRIANGULATION TABLET SET IN THE TOP OF A CYLINDER OF
 TC1170'CONCRETE 5 INCHES IN DIAMETER AND 2 FEET LONG, SET VERTICALLY IN THE
 TC1170'GROUND AND PROJECTING 4 INCHES ABOVE IT, IN OPEN GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC1183 ***********************************************************************
 TC1183  DESIGNATION -  BOUNDARY REF MON 9
 TC1183  PID         -  TC1183
 TC1183  STATE/COUNTY-  ON/KENORA
 TC1183  COUNTRY     -  CANADA
 TC1183  NTS MAPSHEET-  BERRY POINT (2020)
 TC1183
 TC1183                         *CURRENT SURVEY CONTROL
 TC1183  ______________________________________________________________________
 TC1183* NAD 83(1996) POSITION- 49 22 03.44205(N) 095 05 24.02747(W)   ADJUSTED
 TC1183* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 TC1183  ______________________________________________________________________
 TC1183  GEOID HEIGHT    -        -29.398 (meters)                     EGM08
 TC1183  HORZ ORDER      -  THIRD
 TC1183
 TC1183.The positional and height information provided upon this datasheet are not
 TC1183.officially recognized by the Government of Canada, provincial governments
 TC1183.within Canada, nor are they intended to replace or substitute for them.
 TC1183.The intent of sharing this data is to allow access to positions or heights
 TC1183.recognized by the United States Government. Passive control that is used by
 TC1183.both nations may share the same or similar designations or descriptions but
 TC1183.do not share official positions or heights. The 'Station Description' may
 TC1183.originate from a Canadian 'Station Report' and if so contains information
 TC1183.licensed under the 'Open Government License - Canada'.
 TC1183
 TC1183.The horizontal coordinates were established by classical geodetic methods
 TC1183.and adjusted by the National Geodetic Survey in March 1999.
 TC1183
 TC1183.The orthometric height was scaled from a topographic map.
 TC1183
 TC1183.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1183
 TC1183.Click photographs - Photos may exist for this station.
 TC1183
 TC1183. The following values were computed from the NAD 83(1996) position.
 TC1183
 TC1183;                    North         East     Units Scale Factor Converg.
 TC1183;UTM  15      - 5,470,424.638   348,264.871   MT  0.99988282   -1 35 11.1
 TC1183
 TC1183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1183!UTM  15      -   0.99995346  x   0.99988282  =   0.99983628
 TC1183
 TC1183:                Primary Azimuth Mark                     Grid Az
 TC1183:UTM  15      -  MOOSE                                    102 47 01.8
 TC1183
 TC1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ4826470424(NAD 83)
 TC1183
 TC1183|---------------------------------------------------------------------|
 TC1183| PID    Reference Object                     Distance      Geod. Az  |
 TC1183|                                                           dddmmss.s |
 TC1183| TC0960 MOOSE                               APPROX. 2.2 KM 1011150.7 |
 TC1183|---------------------------------------------------------------------|
 TC1183
 TC1183                          SUPERSEDED SURVEY CONTROL
 TC1183
 TC1183  NAD 83(1986)-  49 22 03.42405(N)    095 05 23.93531(W) AD(       ) 3
 TC1183
 TC1183.Superseded values are not recommended for survey control.
 TC1183
 TC1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1183.See file dsdata.pdf to determine how the superseded data were derived.
 TC1183
 TC1183_MARKER: Z = SEE DESCRIPTION
 TC1183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC1183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1183+STABILITY: SURFACE MOTION
 TC1183
 TC1183  HISTORY     - Date     Condition        Report By
 TC1183  HISTORY     - 1912     MONUMENTED       IBC
 TC1183  HISTORY     - 1957     GOOD             IBC
 TC1183
 TC1183                          STATION DESCRIPTION
 TC1183
 TC1183'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JJM)
 TC1183'ABOUT 38 MILES SOUTHWEST OF KENORA, ONTARIO, AND 33 MILES NORTH OF
 TC1183'WARROAD, MINN, ON THE NORTH SIDE OF NORTHWEST ANGLE INLET OF LAKE OF
 TC1183'THE WOODS, 4 MILES WEST OF MAGNUSONS ISLAND AND DUE NORTH OF REFERENCE
 TC1183'MONUMENT 8, THE MONUMENT IS IN LOW WET GROUND CLOSE TO THE TREE LINE.
 TC1183'
 TC1183'STATION MARK--A WROUGHT - IRON POST, ABOUT 12 INCHES HIGH AND 2
 TC1183'INCHES SQUARE, SET IN A SQUARE CONCRETE BASE.
 TC1183
 TC1183                          STATION RECOVERY (1957)
 TC1183
 TC1183'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 TC1183'RECOVERED IN GOOD CONDITION IN 1937, 1947 AND 1957.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC1124 ***********************************************************************
 TC1124  DESIGNATION -  BOUNDARY REF REF MON 51 CD US
 TC1124  PID         -  TC1124
 TC1124  STATE/COUNTY-  ON/RAINY RIVER
 TC1124  COUNTRY     -  CANADA
 TC1124  NTS MAPSHEET-  RAINY RIVER (2020)
 TC1124
 TC1124                         *CURRENT SURVEY CONTROL
 TC1124  ______________________________________________________________________
 TC1124* NAD 83(1996) POSITION- 48 51 19.13739(N) 094 40 47.07326(W)   ADJUSTED
 TC1124* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 TC1124  ______________________________________________________________________
 TC1124  GEOID HEIGHT    -        -29.261 (meters)                     EGM08
 TC1124  HORZ ORDER      -  THIRD
 TC1124
 TC1124.The positional and height information provided upon this datasheet are not
 TC1124.officially recognized by the Government of Canada, provincial governments
 TC1124.within Canada, nor are they intended to replace or substitute for them.
 TC1124.The intent of sharing this data is to allow access to positions or heights
 TC1124.recognized by the United States Government. Passive control that is used by
 TC1124.both nations may share the same or similar designations or descriptions but
 TC1124.do not share official positions or heights. The 'Station Description' may
 TC1124.originate from a Canadian 'Station Report' and if so contains information
 TC1124.licensed under the 'Open Government License - Canada'.
 TC1124
 TC1124.The horizontal coordinates were established by classical geodetic methods
 TC1124.and adjusted by the National Geodetic Survey in March 1999.
 TC1124
 TC1124.The orthometric height was scaled from a topographic map.
 TC1124
 TC1124.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1124
 TC1124.Click photographs - Photos may exist for this station.
 TC1124
 TC1124. The following values were computed from the NAD 83(1996) position.
 TC1124
 TC1124;                    North         East     Units Scale Factor Converg.
 TC1124;UTM  15      - 5,412,732.434   376,786.263   MT  0.99978651   -1 15 54.3
 TC1124
 TC1124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1124!UTM  15      -   0.99995343  x   0.99978651  =   0.99973995
 TC1124
 TC1124:                Primary Azimuth Mark                     Grid Az
 TC1124:UTM  15      -  BOUNDARY REF MON 48                      337 23 18.8
 TC1124
 TC1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ7678612732(NAD 83)
 TC1124
 TC1124|---------------------------------------------------------------------|
 TC1124| PID    Reference Object                     Distance      Geod. Az  |
 TC1124|                                                           dddmmss.s |
 TC1124| TC0600 HUNGRY                              492.927 METERS 1742921.3 |
 TC1124| TC0601 BOUNDARY REF MON 48                 APPROX. 2.6 KM 3360724.5 |
 TC1124|---------------------------------------------------------------------|
 TC1124
 TC1124                          SUPERSEDED SURVEY CONTROL
 TC1124
 TC1124  NAD 83(1986)-  48 51 19.11449(N)    094 40 47.05178(W) AD(       ) 3
 TC1124
 TC1124.Superseded values are not recommended for survey control.
 TC1124
 TC1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1124.See file dsdata.pdf to determine how the superseded data were derived.
 TC1124
 TC1124_MARKER: Z = SEE DESCRIPTION
 TC1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1124+STABILITY: SURFACE MOTION
 TC1124
 TC1124  HISTORY     - Date     Condition        Report By
 TC1124  HISTORY     - 1917     MONUMENTED       IBC
 TC1124  HISTORY     - 1947     GOOD             IBC
 TC1124  HISTORY     - 1968     POOR             IBC
 TC1124
 TC1124                          STATION DESCRIPTION
 TC1124
 TC1124'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1917 (JJM)
 TC1124'IN SPOHN TOWNSHIP, AT THE EAST SIDE OF THE MOUTH OF RAINY RIVER NEAR
 TC1124'WHERE THE SHORE TURNS FROM A NORTHERLY TO AN EASTERLY DIRECTION TOWARD
 TC1124'MCGINNIS CREEK (1 MILES DISTANT), ABOUT 11-1/2 MILES NORTHWEST OF
 TC1124'BAUDETTE, MINN, AND RAINY RIVER, ONTARIO.  THE MONUMENT IS ON LOW
 TC1124'GROUND BELOW THE HIGH - WATER MARK.
 TC1124'
 TC1124'STATION MARK--A WROUGHT - IRON POST, ABOUT 12 INCHES HIGH AND 2 INCHES
 TC1124'SQUARE, SET IN A SQUARE CONCRETE BASE.
 TC1124
 TC1124                          STATION RECOVERY (1947)
 TC1124
 TC1124'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1947
 TC1124'RECOVERED IN GOOD CONDITION.
 TC1124
 TC1124                          STATION RECOVERY (1968)
 TC1124
 TC1124'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1968
 TC1124'RECOVERED IN GOOD CONDITION IN 1947.  IN 1968 IT WAS REPORTED BY
 TC1124'MR PAT OCONNOR TO BE IN GOOD CONDITION UNDER 2 FEET OF WATER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0846 ***********************************************************************
 TC0846  DESIGNATION -  BOY
 TC0846  PID         -  TC0846
 TC0846  STATE/COUNTY-  ON/RAINY RIVER
 TC0846  COUNTRY     -  CANADA
 TC0846  NTS MAPSHEET-  PINEWOOD (2020)
 TC0846
 TC0846                         *CURRENT SURVEY CONTROL
 TC0846  ______________________________________________________________________
 TC0846* NAD 83(1996) POSITION- 48 38 47.67297(N) 094 07 59.22061(W)   ADJUSTED
 TC0846* NAVD 88 ORTHO HEIGHT -   329.    (meters)     1079.    (feet) SCALED
 TC0846  ______________________________________________________________________
 TC0846  GEOID HEIGHT    -        -29.470 (meters)                     EGM08
 TC0846  HORZ ORDER      -  THIRD
 TC0846
 TC0846.The positional and height information provided upon this datasheet are not
 TC0846.officially recognized by the Government of Canada, provincial governments
 TC0846.within Canada, nor are they intended to replace or substitute for them.
 TC0846.The intent of sharing this data is to allow access to positions or heights
 TC0846.recognized by the United States Government. Passive control that is used by
 TC0846.both nations may share the same or similar designations or descriptions but
 TC0846.do not share official positions or heights. The 'Station Description' may
 TC0846.originate from a Canadian 'Station Report' and if so contains information
 TC0846.licensed under the 'Open Government License - Canada'.
 TC0846
 TC0846.The horizontal coordinates were established by classical geodetic methods
 TC0846.and adjusted by the National Geodetic Survey in March 1999.
 TC0846
 TC0846.The orthometric height was scaled from a topographic map.
 TC0846
 TC0846.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0846
 TC0846.Click photographs - Photos may exist for this station.
 TC0846
 TC0846. The following values were computed from the NAD 83(1996) position.
 TC0846
 TC0846;                    North         East     Units Scale Factor Converg.
 TC0846;UTM  15      - 5,388,788.058   416,536.847   MT  0.99968558   -0 51 02.2
 TC0846
 TC0846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0846!UTM  15      -   0.99995300  x   0.99968558  =   0.99963860
 TC0846
 TC0846:                Primary Azimuth Mark                     Grid Az
 TC0846:UTM  15      -  PEAL                                     123 59 53.4
 TC0846
 TC0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP1653688788(NAD 83)
 TC0846
 TC0846|---------------------------------------------------------------------|
 TC0846| PID    Reference Object                     Distance      Geod. Az  |
 TC0846|                                                           dddmmss.s |
 TC0846| TC0982 PEAL                                APPROX. 0.8 KM 1230851.2 |
 TC0846| TC0887 CURVE                               277.163 METERS 17635     |
 TC0846| TC0973 OBIL                                411.413 METERS 2355854.8 |
 TC0846|---------------------------------------------------------------------|
 TC0846
 TC0846                          SUPERSEDED SURVEY CONTROL
 TC0846
 TC0846  NAD 83(1986)-  48 38 47.65778(N)    094 07 59.21380(W) AD(       ) 3
 TC0846
 TC0846.Superseded values are not recommended for survey control.
 TC0846
 TC0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0846.See file dsdata.pdf to determine how the superseded data were derived.
 TC0846
 TC0846_MARKER: X = CHISELED CROSS
 TC0846_SETTING: 80 = SET IN A BOULDER
 TC0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0846+STABILITY: SURFACE MOTION
 TC0846
 TC0846  HISTORY     - Date     Condition        Report By
 TC0846  HISTORY     - 1914     MONUMENTED       IBC
 TC0846
 TC0846                          STATION DESCRIPTION
 TC0846
 TC0846'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC0846'ON THE NORTH BANK OF RAINY RIVER, ABOUT 1-3/8 MILES WEST OF BIRCHDALE
 TC0846'LANDING, MINN, AND ABOUT ONE - HALF MILE EAST OF A LARGE ISLAND IN THE
 TC0846'RIVER.  THE STATION IS ON A INDIAN RESERVE ABOUT 150 METERS EAST OF
 TC0846'THE SOUTHWEST CORNER.
 TC0846'
 TC0846'STATION MARK--A CROSS CUT IN A STONE.  SUBSURFACE MARK IS A BALL OF
 TC0846'WIRE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0847 ***********************************************************************
 TC0847  DESIGNATION -  BRANCH
 TC0847  PID         -  TC0847
 TC0847  STATE/COUNTY-  ON/RAINY RIVER
 TC0847  COUNTRY     -  CANADA
 TC0847  NTS MAPSHEET-  RAINY RIVER (2020)
 TC0847
 TC0847                         *CURRENT SURVEY CONTROL
 TC0847  ______________________________________________________________________
 TC0847* NAD 83(1996) POSITION- 48 42 16.58549(N) 094 32 15.42053(W)   ADJUSTED
 TC0847* NAVD 88 ORTHO HEIGHT -   325.    (meters)     1066.    (feet) SCALED
 TC0847  ______________________________________________________________________
 TC0847  GEOID HEIGHT    -        -29.026 (meters)                     EGM08
 TC0847  HORZ ORDER      -  THIRD
 TC0847
 TC0847.The positional and height information provided upon this datasheet are not
 TC0847.officially recognized by the Government of Canada, provincial governments
 TC0847.within Canada, nor are they intended to replace or substitute for them.
 TC0847.The intent of sharing this data is to allow access to positions or heights
 TC0847.recognized by the United States Government. Passive control that is used by
 TC0847.both nations may share the same or similar designations or descriptions but
 TC0847.do not share official positions or heights. The 'Station Description' may
 TC0847.originate from a Canadian 'Station Report' and if so contains information
 TC0847.licensed under the 'Open Government License - Canada'.
 TC0847
 TC0847.The horizontal coordinates were established by classical geodetic methods
 TC0847.and adjusted by the National Geodetic Survey in March 1999.
 TC0847
 TC0847.The orthometric height was scaled from a topographic map.
 TC0847
 TC0847.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0847
 TC0847.Click photographs - Photos may exist for this station.
 TC0847
 TC0847. The following values were computed from the NAD 83(1996) position.
 TC0847
 TC0847;                    North         East     Units Scale Factor Converg.
 TC0847;UTM  15      - 5,395,759.799   386,872.989   MT  0.99975723   -1 09 19.3
 TC0847
 TC0847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0847!UTM  15      -   0.99995356  x   0.99975723  =   0.99971080
 TC0847
 TC0847:                Primary Azimuth Mark                     Grid Az
 TC0847:UTM  15      -  OBJECT                                   160 24 02.7
 TC0847
 TC0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8687295759(NAD 83)
 TC0847
 TC0847|---------------------------------------------------------------------|
 TC0847| PID    Reference Object                     Distance      Geod. Az  |
 TC0847|                                                           dddmmss.s |
 TC0847| TC0939 LEVEL                               326.018 METERS 12102     |
 TC0847| TC0974 OBJECT                              APPROX. 0.6 KM 1591443.4 |
 TC0847| TC1190 REF MON 94                          360.558 METERS 25359     |
 TC0847|---------------------------------------------------------------------|
 TC0847
 TC0847                          SUPERSEDED SURVEY CONTROL
 TC0847
 TC0847  NAD 83(1986)-  48 42 16.56699(N)    094 32 15.41942(W) AD(       ) 3
 TC0847
 TC0847.Superseded values are not recommended for survey control.
 TC0847
 TC0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0847.See file dsdata.pdf to determine how the superseded data were derived.
 TC0847
 TC0847_MARKER: X = CHISELED CROSS
 TC0847_SETTING: 80 = SET IN A BOULDER
 TC0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0847+STABILITY: SURFACE MOTION
 TC0847
 TC0847  HISTORY     - Date     Condition        Report By
 TC0847  HISTORY     - 1914     MONUMENTED       IBC
 TC0847
 TC0847                          STATION DESCRIPTION
 TC0847
 TC0847'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC0847'ON THE NORTH BANK OF RAINY RIVER, ABOUT 1-5/8 MILES SOUTHEAST OF THE
 TC0847'TOWN RAINY RIVER, ONTARIO.  THE STATION IS ON THE EDGE OF A GRAIN
 TC0847'FIELD, AND IS OPPOSITE AND ABOUT 30 METERS NORTH OF THE SOUTH END OF A
 TC0847'LONG, NARROW ISLAND.  A 20 - INCH OAK BEARS WEST - SOUTHWEST 6 METERS
 TC0847'DISTANT, AND A TRIPLE OAK BEARS WEST - NORTHWEST FROM THE STATION.
 TC0847'
 TC0847'STATION MARK--A CROSS CUT IN A STONE.  SUBSURFACE MARK IS A BALL OF
 TC0847'WIRE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0850 ***********************************************************************
 TC0850  DESIGNATION -  BROAD
 TC0850  PID         -  TC0850
 TC0850  STATE/COUNTY-  ON/RAINY RIVER
 TC0850  COUNTRY     -  CANADA
 TC0850  NTS MAPSHEET-  PINEWOOD (2020)
 TC0850
 TC0850                         *CURRENT SURVEY CONTROL
 TC0850  ______________________________________________________________________
 TC0850* NAD 83(1996) POSITION- 48 42 47.47563(N) 094 23 36.33015(W)   ADJUSTED
 TC0850* NAVD 88 ORTHO HEIGHT -   329.    (meters)     1079.    (feet) SCALED
 TC0850  ______________________________________________________________________
 TC0850  GEOID HEIGHT    -        -29.213 (meters)                     EGM08
 TC0850  HORZ ORDER      -  THIRD
 TC0850
 TC0850.The positional and height information provided upon this datasheet are not
 TC0850.officially recognized by the Government of Canada, provincial governments
 TC0850.within Canada, nor are they intended to replace or substitute for them.
 TC0850.The intent of sharing this data is to allow access to positions or heights
 TC0850.recognized by the United States Government. Passive control that is used by
 TC0850.both nations may share the same or similar designations or descriptions but
 TC0850.do not share official positions or heights. The 'Station Description' may
 TC0850.originate from a Canadian 'Station Report' and if so contains information
 TC0850.licensed under the 'Open Government License - Canada'.
 TC0850
 TC0850.The horizontal coordinates were established by classical geodetic methods
 TC0850.and adjusted by the National Geodetic Survey in March 1999.
 TC0850
 TC0850.The orthometric height was scaled from a topographic map.
 TC0850
 TC0850.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0850
 TC0850.Click photographs - Photos may exist for this station.
 TC0850
 TC0850. The following values were computed from the NAD 83(1996) position.
 TC0850
 TC0850;                    North         East     Units Scale Factor Converg.
 TC0850;UTM  15      - 5,396,509.670   397,498.754   MT  0.99972908   -1 02 49.7
 TC0850
 TC0850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0850!UTM  15      -   0.99995296  x   0.99972908  =   0.99968206
 TC0850
 TC0850:                Primary Azimuth Mark                     Grid Az
 TC0850:UTM  15      -  LIPKIE                                   093 43 41.0
 TC0850
 TC0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP9749896509(NAD 83)
 TC0850
 TC0850|---------------------------------------------------------------------|
 TC0850| PID    Reference Object                     Distance      Geod. Az  |
 TC0850|                                                           dddmmss.s |
 TC0850| TC0944 LIPKIE                              APPROX. 0.7 KM 0924051.3 |
 TC0850| TC0874 CLEAN                               312.987 METERS 19055     |
 TC0850|---------------------------------------------------------------------|
 TC0850
 TC0850                          SUPERSEDED SURVEY CONTROL
 TC0850
 TC0850  NAD 83(1986)-  48 42 47.45690(N)    094 23 36.32092(W) AD(       ) 3
 TC0850
 TC0850.Superseded values are not recommended for survey control.
 TC0850
 TC0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0850.See file dsdata.pdf to determine how the superseded data were derived.
 TC0850
 TC0850_MARKER: X = CHISELED CROSS
 TC0850_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 TC0850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TC0850
 TC0850  HISTORY     - Date     Condition        Report By
 TC0850  HISTORY     - 1914     MONUMENTED       IBC
 TC0850
 TC0850                          STATION DESCRIPTION
 TC0850
 TC0850'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC0850'ON THE NORTH BANK OR RAINY RIVER, ABOUT 2-1/2 MILES EAST OF
 TC0850'CLEMENTSON, MINN, AND 200 METERS WEST OF THE MOUTH OF BUNTING CREEK.
 TC0850'THE STATION IS ON THE SUMMIT OF A RIDGE IN A HAYFIELD ON ARMSTRONGS
 TC0850'PROPERTY, ABOUT 75 METERS WEST OF A ROAD AND 55 METERS NORTH OF THE
 TC0850'EAST - AND - WEST PART OF THE SAME ROAD.
 TC0850'
 TC0850'STATION MARK--NO SURFACE MARK.  SUBSURFACE MARK IS A CROSS CUT IN A
 TC0850'STONE OVER A BALL OF WIRE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 OG0783 ***********************************************************************
 OG0783  DESIGNATION -  BROCK MONUMENT
 OG0783  PID         -  OG0783
 OG0783  STATE/COUNTY-  ON/NIAGARA
 OG0783  COUNTRY     -  CANADA
 OG0783  NTS MAPSHEET-  NIAGARA (2020)
 OG0783
 OG0783                         *CURRENT SURVEY CONTROL
 OG0783  ______________________________________________________________________
 OG0783* NAD 83(1996) POSITION- 43 09 36.45668(N) 079 03 10.93469(W)   ADJUSTED
 OG0783* NAVD 88 ORTHO HEIGHT -   226.4   (meters)      743.    (feet) VERTCON
 OG0783  ______________________________________________________________________
 OG0783  GEOID HEIGHT    -        -36.525 (meters)                     EGM08
 OG0783  HORZ ORDER      -  FIRST
 OG0783
 OG0783.The positional and height information provided upon this datasheet are not
 OG0783.officially recognized by the Government of Canada, provincial governments
 OG0783.within Canada, nor are they intended to replace or substitute for them.
 OG0783.The intent of sharing this data is to allow access to positions or heights
 OG0783.recognized by the United States Government. Passive control that is used by
 OG0783.both nations may share the same or similar designations or descriptions but
 OG0783.do not share official positions or heights. The 'Station Description' may
 OG0783.originate from a Canadian 'Station Report' and if so contains information
 OG0783.licensed under the 'Open Government License - Canada'.
 OG0783
 OG0783.The horizontal coordinates were established by classical geodetic methods
 OG0783.and adjusted by the National Geodetic Survey in January 1999.
 OG0783
 OG0783.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0783
 OG0783.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0783
 OG0783.Click photographs - Photos may exist for this station.
 OG0783
 OG0783. The following values were computed from the NAD 83(1996) position.
 OG0783
 OG0783;                    North         East     Units Scale Factor Converg.
 OG0783;UTM  17      - 4,780,436.816   658,283.004   MT  0.99990820   +1 19 55.5
 OG0783
 OG0783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0783!UTM  17      -   0.99997022  x   0.99990820  =   0.99987842
 OG0783
 OG0783:                Primary Azimuth Mark                     Grid Az
 OG0783:UTM  17      -  HEIGHTS SUB                              087 11 15.8
 OG0783
 OG0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5828380436(NAD 83)
 OG0783
 OG0783|---------------------------------------------------------------------|
 OG0783| PID    Reference Object                     Distance      Geod. Az  |
 OG0783|                                                           dddmmss.s |
 OG0783| OG0778 HEIGHTS SUB                         APPROX. 0.8 KM 0883111.3 |
 OG0783| OG0769 FT NIAGARA TANK IBC                 APPROX.11.3 KM 3572021.2 |
 OG0783|---------------------------------------------------------------------|
 OG0783
 OG0783                          SUPERSEDED SURVEY CONTROL
 OG0783
 OG0783  NAD 83(1986)-  43 09 36.46256(N)    079 03 10.93305(W) AD(       ) 1
 OG0783  NAD 27      -  43 09 36.26000(N)    079 03 11.79400(W) AD(       ) 1
 OG0783  USSD        -  43 09 36.24000(N)    079 03 11.74000(W) AD(       ) 3
 OG0783  NGVD 29 (07/19/86)  226.6    (m)          743.     (f) VERT ANG       
 OG0783
 OG0783.Superseded values are not recommended for survey control.
 OG0783
 OG0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0783.See file dsdata.pdf to determine how the superseded data were derived.
 OG0783
 OG0783_MARKER: 70 = MONUMENT
 OG0783_SETTING: 0 = UNSPECIFIED SETTING
 OG0783
 OG0783  HISTORY     - Date     Condition        Report By
 OG0783  HISTORY     - 1875     FIRST OBSERVED   USLS
 OG0783  HISTORY     - 1941     SEE DESCRIPTION  CGS
 OG0783  HISTORY     - 1972     GOOD             NGS
 OG0783  HISTORY     - 1973     GOOD             IBC
 OG0783
 OG0783                          STATION DESCRIPTION
 OG0783
 OG0783'DESCRIBED BY US LAKE SURVEY 1875
 OG0783'ON THE CANADIAN SIDE OF THE NIAGARA RIVER, ON QUEENSTON HEIGHTS.  THE
 OG0783'STATION IS THE CENTER OF THE MONUMENT AT THE ELEVATION OF THE WINDOW
 OG0783'OPENINGS JUST ABOVE THE LANDING AT THE HEAD OF THE STAIRS INSIDE THE
 OG0783'MONUMENT.
 OG0783'
 OG0783'THE MONUMENT, A MEMORIAL TO GENERAL BROCK, IS A TRIANGULATION
 OG0783'STATION OF THE USLS, THE GS OF C, AND THE USC + GS, DIRECTLY
 OG0783'CONNECTED WITH THE FIRST - ORDER TRIANGULATION OF THE THREE SYSTEMS.
 OG0783'
 OG0783'THE CHAMBER AT THE TOP OF THE MONUMENT IS 4.5 FEET IN DIAMETER.  THE
 OG0783'STAIR AND A SEAT OCCUPY ONE - HALF OF THE FLOOR SPACE.  THE CENTER OF
 OG0783'THE CHAMBER IS MARKED BY A TACK IN THE WOODEN SEAT.  THE TACK IS 0.1
 OG0783'FOOT FROM THE IRON POST SUPPORTING THE SEAT AND 0.15 FOOT FROM THE
 OG0783'STRAIGHT EDGE OF THE SEAT.  THE MASONRY WALLS AT THE CHAMBER
 OG0783'ELEVATION ARE 1.15 FEET THICK.  THERE ARE EIGHT WINDOWS IN THE
 OG0783'CHAMBER, EQUALLY SPACED AROUND THE TOWER AT AN ELEVATION OF 4.5 FEET
 OG0783'ABOVE THE FLOOR.  SEVEN OF THE WINDOWS ARE 0.8 FOOT IN DIAMETER, THE
 OG0783'EIGHTH ON IS 1.4 FEET IN DIAMETER.  THE MONUMENT CAN BE OCCUPIED
 OG0783'WITH THE TRANSIT BY MAKING ECCENTRIC STATIONS WHERE TWO OR MORE
 OG0783'POINTS CAN BE SEEN AT THE SAME TIME THROUGH THE WINDOW OPENINGS.
 OG0783
 OG0783                          STATION RECOVERY (1941)
 OG0783
 OG0783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 OG0783'ON THE CANADIAN SIDE OF THE NIAGARA RIVER, ON QUEENSTON
 OG0783'HEIGHTS.  THE STATION IS THE CENTER OF THE MONUMENT AT THE
 OG0783'ELEVATION OF THE WINDOW OPENINGS JUST ABOVE THE LANDING AT THE
 OG0783'HEAD OF THE STAIRS INSIDE THE MONUMENT.
 OG0783'
 OG0783'THE MONUMENT, A MEMORIAL TO GENERAL BROCK, IS A TRIANGULATION
 OG0783'STATION OF THE U. S. L. S., THE G. S. OF C., AND THE U. S. C. AND
 OG0783'G. S., DIRECTLY CONNECTED WITH THE FIRST-ORDER TRIANGULATION OF
 OG0783'THE THREE SYSTEMS.
 OG0783'
 OG0783'THE CHAMBER AT THE TOP OF THE MONUMENT IS 4.5 FEET IN
 OG0783'DIAMETER.  THE STAIR AND A SEAT OCCUPY ONE-HALF OF THE FLOOR
 OG0783'SPACE.  THE CENTER OF THE CHAMBER IS MARKED BY A TACK IN THE
 OG0783'WOODEN SEAT.  THE TACK IS 0.1 FOOT FROM THE IRON POST SUPPORTING
 OG0783'THE SEAT AND 0.15 FOOT FROM THE STRAIGHT EDGE OF THE SEAT.  THE
 OG0783'MASONRY WALLS AT THE CHAMBER ELEVATION ARE 1.15 FEET THICK.
 OG0783'THERE ARE EIGHT WINDOWS IN THE CHAMBER, EQUALLY SPACED AROUND THE
 OG0783'TOWER AT AN ELEVATION OF 4.5 FEET ABOVE THE FLOOR.  SEVEN
 OG0783'OF THE WINDOWS ARE 0.8 FOOT IN DIAMETER.  THE EIGHTH ONE IS
 OG0783'1.4 FEET IN DIAMETER.  THE MONUMENT CAN BE OCCUPIED WITH THE
 OG0783'TRANSIT BY MAKING ECCENTRIC STATIONS WHERE TWO OR MORE POINTS
 OG0783'CAN BE SEEN AT THE SAME TIME THROUGH THE WINDOW OPENINGS.
 OG0783
 OG0783                          STATION RECOVERY (1972)
 OG0783
 OG0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (HLM)
 OG0783'THE STATION WAS RECOVERED.  THE TACK AND WOODEN SEAT MENTIONED
 OG0783'IN THE ORIGINAL DESCRIPTION IS NO LONGER THERE.  THE MONUMENT
 OG0783'WAS UNDER REPAIR AT TIME OF RECOVERY.  DUE TO SCAFFOLDING
 OG0783'APPARATUS ON TOP OF THE MONUMENT AND IN THE OBSERVATION ROOM,
 OG0783'THE CENTER OF THE ROOM WAS FOUND ON THE SAME LEVEL AS THE
 OG0783'BOTTOM OF AN ACCESS WINDOW AND THE TOP OF A METAL PIPE IN THE
 OG0783'APPROXIMATE CENTER OF THE ROOM WHICH IS ABOUT 2 FEET LOWER THAN
 OG0783'WHERE CENTER WAS FOUND IN THE ORIGINAL DESCRIPTION.
 OG0783'
 OG0783'STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH OF LEWISTON, NEW
 OG0783'YORK, 1/2 MILE NORTHWEST OF THE LEWISTON-QUEENSTON BRIDGE, 1/2
 OG0783'MILE SOUTHEAST OF QUEENSTON, ON THE CANADIAN SIDE OF THE
 OG0783'NIAGARA RIVER, ON QUEENSTON HEIGHTS, IN QUEENSTON PARK, IN THE
 OG0783'CENTER OF THE OBSERVATION ROOM ATOP BROCKS MONUMENT (A MEMORIAL
 OG0783'TO GENERAL BROCK).  PERMISSION TO USE THE MONUMENT WAS OBTAINED
 OG0783'THROUGH MR. WALTER HALDERSON, SUPERINTENDENT, NIAGARA NATIONAL
 OG0783'HISTORIC SITES, POST OFFICE BOX 787, NIAGARA-ON-THE-LAKE,
 OG0783'ONTARIO.
 OG0783'
 OG0783'STATION IS THE CENTER OF THE OBSERVATION ROOM WHICH IS 0.005
 OG0783'METERS EAST OF A PUNCH HOLE IN TOP OF THE METAL PIPE.
 OG0783'
 OG0783'A TAPE MEASUREMENT WAS MADE TO BROCKS MONUMENT REFERENCE
 OG0783'POINT, THE DISTANCE BEING 5.450 FEET OR 1.663 METERS.  A TRAVERSE
 OG0783'MEASUREMENT WAS MADE TO BROCK ECC, THE DISTANCE BEING (5.76 FEET)
 OG0783'OR 1.7562 METERS.  FOR ADDITIONAL INFORMATION ON BROCKS MONUMENT
 OG0783'REFERENCE POINT AND BROCK ECC REFER TO THE DESCRIPTION TO
 OG0783'STATION BROCKS MONUMENT REFERENCE POINT.
 OG0783'
 OG0783'NOTE--CENTER OF THE OBSERVATION ROOM WAS DETERMINED BY MEASURING
 OG0783'THE CIRCUMFERENCE.
 OG0783'
 OG0783'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 OG0783'1/2 MILE SOUTHEAST OF QUEENSTON, ONTARIO, CANADA.
 OG0783
 OG0783                          STATION RECOVERY (1973)
 OG0783
 OG0783'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1973 (CRM)
 OG0783'STATION RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0851 ***********************************************************************
 TC0851  DESIGNATION -  BROOKS
 TC0851  PID         -  TC0851
 TC0851  STATE/COUNTY-  ON/RAINY RIVER
 TC0851  COUNTRY     -  CANADA
 TC0851  NTS MAPSHEET-  RAINY RIVER (2020)
 TC0851
 TC0851                         *CURRENT SURVEY CONTROL
 TC0851  ______________________________________________________________________
 TC0851* NAD 83(1996) POSITION- 48 43 05.63005(N) 094 34 27.35993(W)   ADJUSTED
 TC0851* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 TC0851  ______________________________________________________________________
 TC0851  GEOID HEIGHT    -        -29.017 (meters)                     EGM08
 TC0851  HORZ ORDER      -  THIRD
 TC0851
 TC0851.The positional and height information provided upon this datasheet are not
 TC0851.officially recognized by the Government of Canada, provincial governments
 TC0851.within Canada, nor are they intended to replace or substitute for them.
 TC0851.The intent of sharing this data is to allow access to positions or heights
 TC0851.recognized by the United States Government. Passive control that is used by
 TC0851.both nations may share the same or similar designations or descriptions but
 TC0851.do not share official positions or heights. The 'Station Description' may
 TC0851.originate from a Canadian 'Station Report' and if so contains information
 TC0851.licensed under the 'Open Government License - Canada'.
 TC0851
 TC0851.The horizontal coordinates were established by classical geodetic methods
 TC0851.and adjusted by the National Geodetic Survey in March 1999.
 TC0851
 TC0851.The orthometric height was scaled from a topographic map.
 TC0851
 TC0851.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0851
 TC0851.Click photographs - Photos may exist for this station.
 TC0851
 TC0851. The following values were computed from the NAD 83(1996) position.
 TC0851
 TC0851;                    North         East     Units Scale Factor Converg.
 TC0851;UTM  15      - 5,397,329.136   384,207.910   MT  0.99976472   -1 10 59.3
 TC0851
 TC0851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0851!UTM  15      -   0.99995340  x   0.99976472  =   0.99971813
 TC0851
 TC0851:                Primary Azimuth Mark                     Grid Az
 TC0851:UTM  15      -  POUNDER                                  105 07 45.0
 TC0851
 TC0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8420797329(NAD 83)
 TC0851
 TC0851|---------------------------------------------------------------------|
 TC0851| PID    Reference Object                     Distance      Geod. Az  |
 TC0851|                                                           dddmmss.s |
 TC0851| TC0995 POUNDER                             439.226 METERS 1035645.7 |
 TC0851| TC1204 RYDBERG                             429.787 METERS 1845710.9 |
 TC0851| TC0820 ASHES                               326.264 METERS 26315     |
 TC0851|---------------------------------------------------------------------|
 TC0851
 TC0851                          SUPERSEDED SURVEY CONTROL
 TC0851
 TC0851  NAD 83(1986)-  48 43 05.61146(N)    094 34 27.35693(W) AD(       ) 3
 TC0851
 TC0851.Superseded values are not recommended for survey control.
 TC0851
 TC0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0851.See file dsdata.pdf to determine how the superseded data were derived.
 TC0851
 TC0851_MARKER: X = CHISELED CROSS
 TC0851_SETTING: 80 = SET IN A BOULDER
 TC0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0851+STABILITY: SURFACE MOTION
 TC0851
 TC0851  HISTORY     - Date     Condition        Report By
 TC0851  HISTORY     - 1914     MONUMENTED       IBC
 TC0851
 TC0851                          STATION DESCRIPTION
 TC0851
 TC0851'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC0851'ON THE NORTH BANK OF RAINY RIVER, ABOUT ONE - THIRD MILE WEST OF THE
 TC0851'CENTER OF THE TOWN OF RAINY RIVER, ONTARIO.  THE STATION IS ABOUT 75
 TC0851'METERS BACK FROM THE RIVERS EDGE, 27 METERS EAST OF AN OLD
 TC0851'INCINERATOR, AND 22 METERS NORTH OF A SMALL FRAME BUILDING.
 TC0851'
 TC0851'STATION MARK--A CROSS CUT IN A STONE.  SUBSURFACE MARK IS A BALL OF
 TC0851'WIRE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1314 ***********************************************************************
 RJ1314  DESIGNATION -  BRP BC1+066
 RJ1314  PID         -  RJ1314
 RJ1314  STATE/COUNTY-  ON/ALGOMA
 RJ1314  COUNTRY     -  CANADA
 RJ1314  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ1314
 RJ1314                         *CURRENT SURVEY CONTROL
 RJ1314  ______________________________________________________________________
 RJ1314* NAD 83(1986) POSITION- 46 29 53.77528(N) 084 18 56.31927(W)   ADJUSTED
 RJ1314* NAVD 88 ORTHO HEIGHT -   185.    (meters)      607.    (feet) SCALED
 RJ1314  ______________________________________________________________________
 RJ1314  GEOID HEIGHT    -        -37.133 (meters)                     EGM08
 RJ1314  HORZ ORDER      -  SECOND
 RJ1314
 RJ1314.The positional and height information provided upon this datasheet are not
 RJ1314.officially recognized by the Government of Canada, provincial governments
 RJ1314.within Canada, nor are they intended to replace or substitute for them.
 RJ1314.The intent of sharing this data is to allow access to positions or heights
 RJ1314.recognized by the United States Government. Passive control that is used by
 RJ1314.both nations may share the same or similar designations or descriptions but
 RJ1314.do not share official positions or heights. The 'Station Description' may
 RJ1314.originate from a Canadian 'Station Report' and if so contains information
 RJ1314.licensed under the 'Open Government License - Canada'.
 RJ1314
 RJ1314.The horizontal coordinates were established by classical geodetic methods
 RJ1314.and adjusted by the National Geodetic Survey in May 1990.
 RJ1314
 RJ1314.The orthometric height was scaled from a topographic map.
 RJ1314
 RJ1314.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1314
 RJ1314.Click photographs - Photos may exist for this station.
 RJ1314
 RJ1314. The following values were computed from the NAD 83(1986) position.
 RJ1314
 RJ1314;                    North         East     Units Scale Factor Converg.
 RJ1314;UTM  16      - 5,152,912.411   705,978.364   MT  1.00012154   +1 56 52.0
 RJ1314
 RJ1314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1314!UTM  16      -   0.99997682  x   1.00012154  =   1.00009836
 RJ1314
 RJ1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0597852912(NAD 83)
 RJ1314
 RJ1314                          SUPERSEDED SURVEY CONTROL
 RJ1314
 RJ1314.No superseded survey control is available for this station.
 RJ1314
 RJ1314_MARKER: DS = TRIANGULATION STATION DISK
 RJ1314_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ1314+WITH SETTING: PAVEMENT
 RJ1314_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1314+STABILITY: SURFACE MOTION
 RJ1314
 RJ1314  HISTORY     - Date     Condition        Report By
 RJ1314  HISTORY     - 1984     MONUMENTED       CHS
 RJ1314  HISTORY     - 1988     GOOD             USACE
 RJ1314
 RJ1314                          STATION DESCRIPTION
 RJ1314
 RJ1314'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1314'THE STATION IS LOCATED IN THE MIDDLE OF THE ST MARYS RIVER BELOW
 RJ1314'SAULT STE MARIE ON WHAT IS KNOWN AS BAYFIELD ROCK PILE.
 RJ1314'OWNERSHIP---CANADIAN COAST GUARD, PARRY SOUND, ONTARIO, CANADA
 RJ1314'
 RJ1314'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1314'EAST FOR 0.2 KM (0.15 MI) ON RIDGE STREET TO THE INTERSECTION OF
 RJ1314'RIDGE STREET AND ASHMUN STREET, TURN LEFT AND GO NORTH FOR 0.2 KM
 RJ1314'(0.1 MI) ON ASHMUN STREET TO PORTAGE AVENUE, TURN RIGHT AND GO EAST
 RJ1314'FOR 3.0 KM (1.85 MI) ON PORTAGE AVENUE TO AUNE OSBORNE BOAT LAUNCH.
 RJ1314'TRAVEL BY BOAT UPRIVER FOR 5 MINUTES TO A BOULDER COVERED ISLAND
 RJ1314'WITH A RED NAVIGATION LIGHT ON IT AND THE STATION.
 RJ1314'
 RJ1314'THE STATION IS A STANDARD CHS BRASS CAP,
 RJ1314'THAT IS STAMPED---10111 1984--- THAT IS SET INTO THE CONCRETE SLAB
 RJ1314'THAT THE NAVIGATION LIGHT IS ANCHORED TO.
 RJ1314'
 RJ1314'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0853 ***********************************************************************
 TC0853  DESIGNATION -  BUFFY
 TC0853  PID         -  TC0853
 TC0853  STATE/COUNTY-  ON/RAINY RIVER
 TC0853  COUNTRY     -  CANADA
 TC0853  NTS MAPSHEET-  PINEWOOD (2020)
 TC0853
 TC0853                         *CURRENT SURVEY CONTROL
 TC0853  ______________________________________________________________________
 TC0853* NAD 83(1996) POSITION- 48 41 48.47170(N) 094 27 45.79027(W)   ADJUSTED
 TC0853* NAVD 88 ORTHO HEIGHT -   329.    (meters)     1079.    (feet) SCALED
 TC0853  ______________________________________________________________________
 TC0853  GEOID HEIGHT    -        -29.099 (meters)                     EGM08
 TC0853  HORZ ORDER      -  THIRD
 TC0853
 TC0853.The positional and height information provided upon this datasheet are not
 TC0853.officially recognized by the Government of Canada, provincial governments
 TC0853.within Canada, nor are they intended to replace or substitute for them.
 TC0853.The intent of sharing this data is to allow access to positions or heights
 TC0853.recognized by the United States Government. Passive control that is used by
 TC0853.both nations may share the same or similar designations or descriptions but
 TC0853.do not share official positions or heights. The 'Station Description' may
 TC0853.originate from a Canadian 'Station Report' and if so contains information
 TC0853.licensed under the 'Open Government License - Canada'.
 TC0853
 TC0853.The horizontal coordinates were established by classical geodetic methods
 TC0853.and adjusted by the National Geodetic Survey in March 1999.
 TC0853
 TC0853.The orthometric height was scaled from a topographic map.
 TC0853
 TC0853.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0853
 TC0853.Click photographs - Photos may exist for this station.
 TC0853
 TC0853. The following values were computed from the NAD 83(1996) position.
 TC0853
 TC0853;                    North         East     Units Scale Factor Converg.
 TC0853;UTM  15      - 5,394,783.328   392,366.595   MT  0.99974233   -1 05 56.2
 TC0853
 TC0853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0853!UTM  15      -   0.99995295  x   0.99974233  =   0.99969529
 TC0853
 TC0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP9236694783(NAD 83)
 TC0853
 TC0853|---------------------------------------------------------------------|
 TC0853| PID    Reference Object                     Distance      Geod. Az  |
 TC0853|                                                           dddmmss.s |
 TC0853| TC1255 WILSON                              366.142 METERS 11620     |
 TC0853| TC0940 LID                                 351.562 METERS 19120     |
 TC0853|---------------------------------------------------------------------|
 TC0853
 TC0853                          SUPERSEDED SURVEY CONTROL
 TC0853
 TC0853  NAD 83(1986)-  48 41 48.45249(N)    094 27 45.78319(W) AD(       ) 3
 TC0853
 TC0853.Superseded values are not recommended for survey control.
 TC0853
 TC0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0853.See file dsdata.pdf to determine how the superseded data were derived.
 TC0853
 TC0853_MARKER: X = CHISELED CROSS
 TC0853_SETTING: 80 = SET IN A BOULDER
 TC0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0853+STABILITY: SURFACE MOTION
 TC0853
 TC0853  HISTORY     - Date     Condition        Report By
 TC0853  HISTORY     - 1914     MONUMENTED       IBC
 TC0853  HISTORY     - 1947     MARK NOT FOUND   IBC
 TC0853  HISTORY     - 1957     MARK NOT FOUND   IBC
 TC0853
 TC0853                          STATION DESCRIPTION
 TC0853
 TC0853'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC0853'ON THE NORTH BANK OF RAINY RIVER, ABOUT 1-1/4 MILES WEST OF
 TC0853'CLEMENTSON, MINN.  THE STATION IS ABOUT 12 METERS BACK FROM THE RIVERS
 TC0853'EDGE AT A POINT WHERE THE BANK IS IRREGULAR.  THERE IS A SMALL SWALE
 TC0853'ABOUT 15 METERS WEST OF THE STATION AND THE OLD ELY HOUSE IS 100
 TC0853'METERS DISTANT.
 TC0853'
 TC0853'STATION MARK--A CROSS CUT IN A STONE OVER A BURIED BALL OF WIRE MARKS
 TC0853'TRIANGULATION STATION---BUFFY,---3.31 METERS SOUTHWEST OF MONUMENT
 TC0853'101.
 TC0853
 TC0853                          STATION RECOVERY (1947)
 TC0853
 TC0853'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1947
 TC0853'THE STATION WAS NOT RECOVERED.
 TC0853
 TC0853                          STATION RECOVERY (1957)
 TC0853
 TC0853'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 TC0853'THE STATION WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TB1035 ***********************************************************************
 TB1035  DESIGNATION -  BURNT
 TB1035  PID         -  TB1035
 TB1035  STATE/COUNTY-  ON/RAINY RIVER
 TB1035  COUNTRY     -  CANADA
 TB1035  NTS MAPSHEET-  LAC LA CROIX (2020)
 TB1035
 TB1035                         *CURRENT SURVEY CONTROL
 TB1035  ______________________________________________________________________
 TB1035* NAD 83(1996) POSITION- 48 22 20.92033(N) 092 15 28.24599(W)   ADJUSTED
 TB1035* NAVD 88 ORTHO HEIGHT -   411.    (meters)     1348.    (feet) SCALED
 TB1035  ______________________________________________________________________
 TB1035  GEOID HEIGHT    -        -31.901 (meters)                     EGM08
 TB1035  HORZ ORDER      -  FIRST
 TB1035
 TB1035.The positional and height information provided upon this datasheet are not
 TB1035.officially recognized by the Government of Canada, provincial governments
 TB1035.within Canada, nor are they intended to replace or substitute for them.
 TB1035.The intent of sharing this data is to allow access to positions or heights
 TB1035.recognized by the United States Government. Passive control that is used by
 TB1035.both nations may share the same or similar designations or descriptions but
 TB1035.do not share official positions or heights. The 'Station Description' may
 TB1035.originate from a Canadian 'Station Report' and if so contains information
 TB1035.licensed under the 'Open Government License - Canada'.
 TB1035
 TB1035.The horizontal coordinates were established by classical geodetic methods
 TB1035.and adjusted by the National Geodetic Survey in March 1999.
 TB1035
 TB1035.The orthometric height was scaled from a topographic map.
 TB1035
 TB1035.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB1035
 TB1035.Click photographs - Photos may exist for this station.
 TB1035
 TB1035. The following values were computed from the NAD 83(1996) position.
 TB1035
 TB1035;                    North         East     Units Scale Factor Converg.
 TB1035;UTM  15      - 5,357,967.019   554,961.479   MT  0.99963711   +0 33 17.1
 TB1035
 TB1035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TB1035!UTM  15      -   0.99994054  x   0.99963711  =   0.99957768
 TB1035
 TB1035:                Primary Azimuth Mark                     Grid Az
 TB1035:UTM  15      -  GRANITE                                  132 36 45.6
 TB1035
 TB1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UWP5496157967(NAD 83)
 TB1035
 TB1035|---------------------------------------------------------------------|
 TB1035| PID    Reference Object                     Distance      Geod. Az  |
 TB1035|                                                           dddmmss.s |
 TB1035| TB1027 GRANITE                             APPROX. 9.7 KM 1331002.7 |
 TB1035| CJ2301 BURNT RM                              9.155 METERS 15352     |
 TB1035|---------------------------------------------------------------------|
 TB1035
 TB1035                          SUPERSEDED SURVEY CONTROL
 TB1035
 TB1035  NAD 83(1986)-  48 22 20.93560(N)    092 15 28.30102(W) AD(       ) 1
 TB1035  NAD 27      -  48 22 21.28400(N)    092 15 27.78100(W) AD(       ) 1
 TB1035
 TB1035.Superseded values are not recommended for survey control.
 TB1035
 TB1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB1035.See file dsdata.pdf to determine how the superseded data were derived.
 TB1035
 TB1035
 TB1035  HISTORY     - Date     Condition        Report By
 TB1035  HISTORY     - 1915     MONUMENTED       IBC
 TB1035  HISTORY     - 1924     GOOD             CGS
 TB1035
 TB1035                          STATION DESCRIPTION
 TB1035
 TB1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 TB1035'ON NORTH SIDE OF LAC LA CROIX, 5 MILES WEST OF OUTLET INTO
 TB1035'NAMAKAN RIVER, 5 MILES NORTHWEST OF ANDREW WILLIAMS TRADING
 TB1035'POST, ABOUT THREE-FOURTHS MILE NORTHWEST OF NORTHWEST CORNER
 TB1035'OF BAY OF LAC LA CROIX, JUST NORTH OF SOLITARY DOME-SHAPED
 TB1035'ISLAND IN MIDDLE OF LAKE, AND ON SUMMIT OF VERY CONSPICUOUS,
 TB1035'HIGH, BURNED-OVER RIDGE WHICH IS THICKLY COVERED WITH WHITE-PINE
 TB1035'SNAGS.  RIDGE EXTENDS SEVERAL MILES ALONG NORTHWEST SHORE
 TB1035'OF LAC LA CROIX AND IS BETWEEN IT AND THOMPSON LAKE.  TO REACH
 TB1035'FROM LAC LA CROIX, GO TO HEAD OF BAY IN NORTH SHORE WHICH
 TB1035'LIES JUST WEST OF NARROWS LEADING EASTWARD THROUGH NUMEROUS
 TB1035'ISLANDS TO MAIN BODY OF LAKE, CONTINUE NORTH ABOUT ONE-HALF
 TB1035'MILE, AND HEAD WEST TO STATION SITE.  MARKED BY STANDARD BRONZE
 TB1035'DISK OF INTERNATIONAL BOUNDARY COMMISSION IN BOULDER.
 TB1035'REFERENCE MARK IS STANDARD INTERNATIONAL BOUNDARY COMMISSION
 TB1035'REFERENCE DISK IN DRILL HOLE IN SANDSTONE OUTCROP 9.155
 TB1035'METERS (30.04 FEET) FROM STATION S 25 DEG 29 MIN E.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 QJ0198 ***********************************************************************
 QJ0198  DESIGNATION -  BURNT POINT USLS 1910
 QJ0198  PID         -  QJ0198
 QJ0198  STATE/COUNTY-  ON/MANITOULIN
 QJ0198  COUNTRY     -  CANADA
 QJ0198  NTS MAPSHEET-  SILVER WATER (2020)
 QJ0198
 QJ0198                         *CURRENT SURVEY CONTROL
 QJ0198  ______________________________________________________________________
 QJ0198* NAD 83(1986) POSITION- 45 48 18.64146(N) 082 57 03.94733(W)   ADJUSTED
 QJ0198* NAVD 88 ORTHO HEIGHT -   175.    (meters)      574.    (feet) SCALED
 QJ0198  ______________________________________________________________________
 QJ0198  GEOID HEIGHT    -        -37.759 (meters)                     EGM08
 QJ0198  HORZ ORDER      -  SECOND
 QJ0198
 QJ0198.The positional and height information provided upon this datasheet are not
 QJ0198.officially recognized by the Government of Canada, provincial governments
 QJ0198.within Canada, nor are they intended to replace or substitute for them.
 QJ0198.The intent of sharing this data is to allow access to positions or heights
 QJ0198.recognized by the United States Government. Passive control that is used by
 QJ0198.both nations may share the same or similar designations or descriptions but
 QJ0198.do not share official positions or heights. The 'Station Description' may
 QJ0198.originate from a Canadian 'Station Report' and if so contains information
 QJ0198.licensed under the 'Open Government License - Canada'.
 QJ0198
 QJ0198.The horizontal coordinates were established by classical geodetic methods
 QJ0198.and adjusted by the National Geodetic Survey in July 1986.
 QJ0198
 QJ0198.The orthometric height was scaled from a topographic map.
 QJ0198
 QJ0198.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0198
 QJ0198.Click photographs - Photos may exist for this station.
 QJ0198
 QJ0198. The following values were computed from the NAD 83(1986) position.
 QJ0198
 QJ0198;                    North         East     Units Scale Factor Converg.
 QJ0198;UTM  17      - 5,074,252.924   348,393.512   MT  0.99988257   -1 23 56.9
 QJ0198
 QJ0198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0198!UTM  17      -   0.99997849  x   0.99988257  =   0.99986107
 QJ0198
 QJ0198:                Primary Azimuth Mark                     Grid Az
 QJ0198:UTM  17      -  WALKHOUSE USLS 1904                      111 16 09.5
 QJ0198
 QJ0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL4839374252(NAD 83)
 QJ0198
 QJ0198|---------------------------------------------------------------------|
 QJ0198| PID    Reference Object                     Distance      Geod. Az  |
 QJ0198|                                                           dddmmss.s |
 QJ0198| QJ0196 WALKHOUSE USLS 1904                 APPROX. 6.9 KM 1095212.6 |
 QJ0198|---------------------------------------------------------------------|
 QJ0198
 QJ0198                          SUPERSEDED SURVEY CONTROL
 QJ0198
 QJ0198  NAD 27      -  45 48 18.55300(N)    082 57 04.07500(W) AD(       ) 2
 QJ0198
 QJ0198.Superseded values are not recommended for survey control.
 QJ0198
 QJ0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0198.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0198
 QJ0198
 QJ0198  HISTORY     - Date     Condition        Report By
 QJ0198  HISTORY     - 1904     MONUMENTED       USLS
 QJ0198
 QJ0198                          STATION DESCRIPTION
 QJ0198
 QJ0198'DESCRIBED BY US LAKE SURVEY 1904
 QJ0198'ON BURNT ISLAND POINT, ON SOUTH SHORE OF MANITOULIN ISLAND, ON ROCKY
 QJ0198'BEACH ABOUT 40
 QJ0198'FEET FROM TREE LINE.  CENTER IS UNMARKED, BUT IS ON LINE CONNECTING
 QJ0198'TWO DRILL HOLES IN MASS OF
 QJ0198'LIMESTONE 2 FEET HIGHER THAN SURROUNDING BEACH, 17 INCHES
 QJ0198'FROM HOLE NEAREST LAKE AND 10 INCHES FROM
 QJ0198'OTHER.  BEARINGS AND DISTANCES FROM
 QJ0198'STATION TO FOLLOWING OBJECTS ARE- BLAZED 8-INCH CEDAR TREE,
 QJ0198'N. 45 DEGREES E., 33 FEET, BLAZED
 QJ0198'4-INCH SPRUCE TREE, N. 71 DEGREES 30 MINUTES E., 74 FEET, AND BLAZED
 QJ0198'8-INCH CEDAR TREE, N.  27 DEGREES 10 MINUTES
 QJ0198'W., 67 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0591 ***********************************************************************
 TC0591  DESIGNATION -  BURTON
 TC0591  PID         -  TC0591
 TC0591  STATE/COUNTY-  ON/RAINY RIVER
 TC0591  COUNTRY     -  CANADA
 TC0591  NTS MAPSHEET-  RAINY RIVER (2020)
 TC0591
 TC0591                         *CURRENT SURVEY CONTROL
 TC0591  ______________________________________________________________________
 TC0591* NAD 83(1996) POSITION- 48 56 58.77487(N) 094 36 57.50054(W)   ADJUSTED
 TC0591* NAVD 88 ORTHO HEIGHT -   323.    (meters)     1060.    (feet) SCALED
 TC0591  ______________________________________________________________________
 TC0591  GEOID HEIGHT    -        -29.556 (meters)                     EGM08
 TC0591  HORZ ORDER      -  FIRST
 TC0591
 TC0591.The positional and height information provided upon this datasheet are not
 TC0591.officially recognized by the Government of Canada, provincial governments
 TC0591.within Canada, nor are they intended to replace or substitute for them.
 TC0591.The intent of sharing this data is to allow access to positions or heights
 TC0591.recognized by the United States Government. Passive control that is used by
 TC0591.both nations may share the same or similar designations or descriptions but
 TC0591.do not share official positions or heights. The 'Station Description' may
 TC0591.originate from a Canadian 'Station Report' and if so contains information
 TC0591.licensed under the 'Open Government License - Canada'.
 TC0591
 TC0591.The horizontal coordinates were established by classical geodetic methods
 TC0591.and adjusted by the National Geodetic Survey in March 1999.
 TC0591
 TC0591.The orthometric height was scaled from a topographic map.
 TC0591
 TC0591.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0591
 TC0591.Click photographs - Photos may exist for this station.
 TC0591
 TC0591. The following values were computed from the NAD 83(1996) position.
 TC0591
 TC0591;                    North         East     Units Scale Factor Converg.
 TC0591;UTM  15      - 5,423,118.105   381,686.767   MT  0.99977196   -1 13 07.7
 TC0591
 TC0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0591!UTM  15      -   0.99995395  x   0.99977196  =   0.99972592
 TC0591
 TC0591:                Primary Azimuth Mark                     Grid Az
 TC0591:UTM  15      -  WILLOW                                   189 45 05.2
 TC0591
 TC0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ8168623118(NAD 83)
 TC0591
 TC0591|---------------------------------------------------------------------|
 TC0591| PID    Reference Object                     Distance      Geod. Az  |
 TC0591|                                                           dddmmss.s |
 TC0591| TC0602 WILLOW                              APPROX. 8.2 KM 1883157.5 |
 TC0591|---------------------------------------------------------------------|
 TC0591
 TC0591                          SUPERSEDED SURVEY CONTROL
 TC0591
 TC0591  NAD 83(1986)-  48 56 58.74304(N)    094 36 57.47354(W) AD(       ) 1
 TC0591  NAD 27      -  48 56 58.73900(N)    094 36 56.70900(W) AD(       ) 1
 TC0591
 TC0591.Superseded values are not recommended for survey control.
 TC0591
 TC0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0591.See file dsdata.pdf to determine how the superseded data were derived.
 TC0591
 TC0591_MARKER: DD = SURVEY DISK
 TC0591_SETTING: 66 = SET IN ROCK OUTCROP
 TC0591
 TC0591  HISTORY     - Date     Condition        Report By
 TC0591  HISTORY     - 1913     MONUMENTED       IBC
 TC0591  HISTORY     - 1921     GOOD             CGS
 TC0591
 TC0591                          STATION DESCRIPTION
 TC0591
 TC0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (JSB)
 TC0591'ON LAKE OF THE WOODS, ABOUT 7-1/2 MILES NORTHEAST OF MOUTH OF
 TC0591'RAINY RIVER, AND ON BARE ROCK ON WEST END OF BURTON ISLAND.
 TC0591'MARKED BY STANDARD BRONZE DISK OF INTERNATIONAL BOUNDARY
 TC0591'COMMISSION IN SOLID ROCK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0858 ***********************************************************************
 TC0858  DESIGNATION -  CAMERON
 TC0858  PID         -  TC0858
 TC0858  STATE/COUNTY-  ON/RAINY RIVER
 TC0858  COUNTRY     -  CANADA
 TC0858  NTS MAPSHEET-  PINEWOOD (2020)
 TC0858
 TC0858                         *CURRENT SURVEY CONTROL
 TC0858  ______________________________________________________________________
 TC0858* NAD 83(1996) POSITION- 48 39 05.94032(N) 094 11 35.24513(W)   ADJUSTED
 TC0858* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 TC0858  ______________________________________________________________________
 TC0858  GEOID HEIGHT    -        -29.404 (meters)                     EGM08
 TC0858  HORZ ORDER      -  THIRD
 TC0858
 TC0858.The positional and height information provided upon this datasheet are not
 TC0858.officially recognized by the Government of Canada, provincial governments
 TC0858.within Canada, nor are they intended to replace or substitute for them.
 TC0858.The intent of sharing this data is to allow access to positions or heights
 TC0858.recognized by the United States Government. Passive control that is used by
 TC0858.both nations may share the same or similar designations or descriptions but
 TC0858.do not share official positions or heights. The 'Station Description' may
 TC0858.originate from a Canadian 'Station Report' and if so contains information
 TC0858.licensed under the 'Open Government License - Canada'.
 TC0858
 TC0858.The horizontal coordinates were established by classical geodetic methods
 TC0858.and adjusted by the National Geodetic Survey in March 1999.
 TC0858
 TC0858.The orthometric height was scaled from a topographic map.
 TC0858
 TC0858.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0858
 TC0858.Click photographs - Photos may exist for this station.
 TC0858
 TC0858. The following values were computed from the NAD 83(1996) position.
 TC0858
 TC0858;                    North         East     Units Scale Factor Converg.
 TC0858;UTM  15      - 5,389,419.452   412,125.761   MT  0.99969487   -0 53 44.7
 TC0858
 TC0858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0858!UTM  15      -   0.99995346  x   0.99969487  =   0.99964835
 TC0858
 TC0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP1212589419(NAD 83)
 TC0858
 TC0858|---------------------------------------------------------------------|
 TC0858| PID    Reference Object                     Distance      Geod. Az  |
 TC0858|                                                           dddmmss.s |
 TC0858| TC1051 REF MON 136                         342.022 METERS 08935     |
 TC0858| TC0839 BLANK                               370.701 METERS 14720     |
 TC0858| TC1050 REF MON 135                         363.984 METERS 22839     |
 TC0858|---------------------------------------------------------------------|
 TC0858
 TC0858                          SUPERSEDED SURVEY CONTROL
 TC0858
 TC0858  NAD 83(1986)-  48 39 05.92414(N)    094 11 35.23730(W) AD(       ) 3
 TC0858
 TC0858.Superseded values are not recommended for survey control.
 TC0858
 TC0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0858.See file dsdata.pdf to determine how the superseded data were derived.
 TC0858
 TC0858_MARKER: DD = SURVEY DISK
 TC0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0858+STABILITY: SURFACE MOTION
 TC0858
 TC0858  HISTORY     - Date     Condition        Report By
 TC0858  HISTORY     - 1914     MONUMENTED       IBC
 TC0858  HISTORY     - 1947     GOOD             IBC
 TC0858  HISTORY     - 1957     GOOD             IBC
 TC0858  HISTORY     - 1969     GOOD             IBC
 TC0858
 TC0858                          STATION DESCRIPTION
 TC0858
 TC0858'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC0858'ON THE NORTH BANK OF RAINY RIVER, ABOUT 1-3/8 MILES WEST OF THE
 TC0858'BOUCHERVILLE (ONTARIO) POST OFFICE.  THE STATION IS ON A SLOPE OF THE
 TC0858'BANK ABOUT 5 METERS ABOVE AND 6 METERS BACK FROM THE RIVERS EDGE,
 TC0858'AND ABOUT 3 METERS BELOW A PILE OF ROCK.  CAMERONS HOUSE BEARS
 TC0858'EAST - NORTHEAST ABOUT 90 METERS FROM THE STATION.
 TC0858'
 TC0858'STATION MARK--A BRONZE DISK SET IN CONCRETE.
 TC0858
 TC0858                          STATION RECOVERY (1947)
 TC0858
 TC0858'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1947 (NWS)
 TC0858'RECOVERED IN GOOD CONDITION.
 TC0858
 TC0858                          STATION RECOVERY (1957)
 TC0858
 TC0858'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 TC0858'STATION WAS RECOVERED.
 TC0858
 TC0858                          STATION RECOVERY (1969)
 TC0858
 TC0858'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1969 (CWB)
 TC0858'ON THE N BANK OF RAINY RIVER, ABOUT 3-1/3 MILES UP RIVER AND ACROSS
 TC0858'FROM THE MOUTH OF WHITEFISH CREEK, IN FRONTIER, MINN, AND ABOUT 0.3
 TC0858'MILE DOWNRIVER OF THE MOUTH OF CAMERON CREEK IN BOUCHERVILLE,
 TC0858'ONTARIO.  THE STATION IS ON A SLOPE OF THE BANK ABOUT 5 METERS ABOVE
 TC0858'AND 5 METERS BACK FROM THE RIVERS EDGE, AND ABOUT 3 METERS BELOW A
 TC0858'PILE OF ROCK.  CAMERONS HOUSE BEARS ENE ABOUT 90 METERS FROM THE
 TC0858'STATION.  STATION IS 1 FOOT BACK OF TOP OF BANK.  DPW 50 WAS NEAR
 TC0858'THIS STATION.
 TC0858'
 TC0858'STATION MARK IS A BRONZE DISK SET IN CONCRETE.
 TC0858'REFERENCE MARK NO 1 IS A 3/4 INCH DRILL HOLE, 1/2 INCH DEEP IN A
 TC0858'SLATE COLORED BOULDER 2 BY 2.5 FEET BY 1 FOOT HIGH, LOCATED 10 FEET
 TC0858'BACK FROM THE TOP OF THE RIVER BANK, 8.26 FEET N BY E FROM THE
 TC0858'STATION.
 TC0858'REFERENCE MARK NO 2 IS A 3/4 INCH DRILL HOLE, 1/2 INCH DEEP, IN A
 TC0858'2 BY 2.5 FOOT GRANITE BOULDER, 1 FOOT ABOVE GROUND, 15.34 FEET NW
 TC0858'OF THE STATION AND 10 FEET BACK FROM TOP OF THE BANK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 OG0925 ***********************************************************************
 OG0925  DESIGNATION -  CAMP
 OG0925  PID         -  OG0925
 OG0925  STATE/COUNTY-  ON/NIAGARA
 OG0925  COUNTRY     -  CANADA
 OG0925  NTS MAPSHEET-  NIAGARA (2020)
 OG0925
 OG0925                         *CURRENT SURVEY CONTROL
 OG0925  ______________________________________________________________________
 OG0925* NAD 83(1996) POSITION- 43 03 13.54546(N) 079 00 15.13109(W)   ADJUSTED
 OG0925* NAVD 88 ORTHO HEIGHT -   175.    (meters)      574.    (feet) SCALED
 OG0925  ______________________________________________________________________
 OG0925  GEOID HEIGHT    -        -36.246 (meters)                     EGM08
 OG0925  HORZ ORDER      -  THIRD
 OG0925
 OG0925.The positional and height information provided upon this datasheet are not
 OG0925.officially recognized by the Government of Canada, provincial governments
 OG0925.within Canada, nor are they intended to replace or substitute for them.
 OG0925.The intent of sharing this data is to allow access to positions or heights
 OG0925.recognized by the United States Government. Passive control that is used by
 OG0925.both nations may share the same or similar designations or descriptions but
 OG0925.do not share official positions or heights. The 'Station Description' may
 OG0925.originate from a Canadian 'Station Report' and if so contains information
 OG0925.licensed under the 'Open Government License - Canada'.
 OG0925
 OG0925.The horizontal coordinates were established by classical geodetic methods
 OG0925.and adjusted by the National Geodetic Survey in January 1999.
 OG0925
 OG0925.The orthometric height was scaled from a topographic map.
 OG0925
 OG0925.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0925
 OG0925.Click photographs - Photos may exist for this station.
 OG0925
 OG0925. The following values were computed from the NAD 83(1996) position.
 OG0925
 OG0925;                    North         East     Units Scale Factor Converg.
 OG0925;UTM  17      - 4,768,718.022   662,534.503   MT  0.99992499   +1 21 46.1
 OG0925
 OG0925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0925!UTM  17      -   0.99997827  x   0.99992499  =   0.99990326
 OG0925
 OG0925:                Primary Azimuth Mark                     Grid Az
 OG0925:UTM  17      -  REF MON 23 41 IWC                        071 02 28.8
 OG0925
 OG0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6253468718(NAD 83)
 OG0925
 OG0925|---------------------------------------------------------------------|
 OG0925| PID    Reference Object                     Distance      Geod. Az  |
 OG0925|                                                           dddmmss.s |
 OG0925| OG0724 REF MON 23 41 IWC                   APPROX. 0.6 KM 0722414.9 |
 OG0925| CZ9813 CAMP RM 1                            10.549 METERS 15625     |
 OG0925| OG0926 CAMP IWC RM 2 IBC                     9.814 METERS 25637     |
 OG0925|---------------------------------------------------------------------|
 OG0925
 OG0925                          SUPERSEDED SURVEY CONTROL
 OG0925
 OG0925  NAD 83(1986)-  43 03 13.55131(N)    079 00 15.12895(W) AD(       ) 3
 OG0925  NAD 27      -  43 03 13.34857(N)    079 00 15.97623(W) AD(       ) 3
 OG0925
 OG0925.Superseded values are not recommended for survey control.
 OG0925
 OG0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0925.See file dsdata.pdf to determine how the superseded data were derived.
 OG0925
 OG0925_MARKER: B = BOLT
 OG0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0925
 OG0925  HISTORY     - Date     Condition        Report By
 OG0925  HISTORY     - 1909     MONUMENTED       IWC
 OG0925  HISTORY     - 1956     GOOD             IBC
 OG0925
 OG0925                          STATION DESCRIPTION
 OG0925
 OG0925'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1909 (GCB)
 OG0925'ON THE CANADIAN SIDE OF THE BOUNDARY, ON THE SOUTHEAST SIDE OF NAVY
 OG0925'ISLAND IN THE NIAGARA RIVER, ABOUT 100 FEET SOUTH OF THE SOUTH END
 OG0925'OF THE RUINS OF AN OLD DOCK.  THE STATION IS AT THE EDGE OF THE
 OG0925'RIVER BANK WHICH IS RAPIDLY BREAKING DOWN AND THERE IS DANGER THAT
 OG0925'THE STATION WILL SOON BE GONE.  FOR THIS REASON IT WAS PERMANENTLY
 OG0925'REFERENCED IN 1941.  THE STATION IS 70 FEET NORTH OF A 7 - INCH ELM,
 OG0925'46 FEET SOUTH OF A 20 - INCH OAK, AND 76 FEET SOUTHEAST OF A
 OG0925'26 - INCH OAK.  IT IS 1 FOOT SOUTHEAST OF A 8 - INCH CYLINDER OF
 OG0925'CONCRETE MARKED---I.W.C. 1909,---WHOSE TOP IS FLUSH WITH THE SURFACE
 OG0925'OF THE GROUND.
 OG0925'
 OG0925'STATION MARK, A 3/8-INCH BRASS BOLT SET 15 INCHES UNDERGROUND IN
 OG0925'THE TOP OF A CYLINDER OF CONCRETE.  THERE ARE TWO REFERENCES.
 OG0925'REFERENCE NO 1 IS THE 3/4 - INCH DRILL HOLE 3/4 INCH DEEP IN THE
 OG0925'TOP OF THE NORTH WING OF THE OLD CONCRETE DOCK FOUNDATION.  REFERENCE
 OG0925'NO 2 (REFERRED TO IN THE FIELD NOTES AS---CAMP-1941---) IS AN IBC
 OG0925'STANDARD BRONZE - DISK STATION MARK SET IN A DRILL HOLE IN A ROCK
 OG0925'SHOWING 15 BY 15 INCHES FLUSH WITH THE GROUND 28 FEET FROM THE HIGH
 OG0925'BANK OF THE RIVER IN A LITTLE CLEARING NEAR THE APPROACH TO THE OLD
 OG0925'DOCK AND 67.7 FEET SOUTHEAST OF A 3 - FOOT OAK TREE.
 OG0925
 OG0925                          STATION RECOVERY (1956)
 OG0925
 OG0925'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956 (NWS)
 OG0925'STATION RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 OG0926 ***********************************************************************
 OG0926  DESIGNATION -  CAMP IWC RM 2 IBC
 OG0926  PID         -  OG0926
 OG0926  STATE/COUNTY-  ON/NIAGARA
 OG0926  COUNTRY     -  CANADA
 OG0926  NTS MAPSHEET-  NIAGARA (2020)
 OG0926
 OG0926                         *CURRENT SURVEY CONTROL
 OG0926  ______________________________________________________________________
 OG0926* NAD 83(1996) POSITION- 43 03 13.47182(N) 079 00 15.55297(W)   ADJUSTED
 OG0926* NAVD 88 ORTHO HEIGHT -   173.    (meters)      568.    (feet) SCALED
 OG0926  ______________________________________________________________________
 OG0926  GEOID HEIGHT    -        -36.246 (meters)                     EGM08
 OG0926  HORZ ORDER      -  THIRD
 OG0926
 OG0926.The positional and height information provided upon this datasheet are not
 OG0926.officially recognized by the Government of Canada, provincial governments
 OG0926.within Canada, nor are they intended to replace or substitute for them.
 OG0926.The intent of sharing this data is to allow access to positions or heights
 OG0926.recognized by the United States Government. Passive control that is used by
 OG0926.both nations may share the same or similar designations or descriptions but
 OG0926.do not share official positions or heights. The 'Station Description' may
 OG0926.originate from a Canadian 'Station Report' and if so contains information
 OG0926.licensed under the 'Open Government License - Canada'.
 OG0926
 OG0926.The horizontal coordinates were established by classical geodetic methods
 OG0926.and adjusted by the National Geodetic Survey in January 1999.
 OG0926
 OG0926.The orthometric height was scaled from a topographic map.
 OG0926
 OG0926.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0926
 OG0926.Click photographs - Photos may exist for this station.
 OG0926
 OG0926. The following values were computed from the NAD 83(1996) position.
 OG0926
 OG0926;                    North         East     Units Scale Factor Converg.
 OG0926;UTM  17      - 4,768,715.524   662,525.013   MT  0.99992495   +1 21 45.8
 OG0926
 OG0926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0926!UTM  17      -   0.99997858  x   0.99992495  =   0.99990353
 OG0926
 OG0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6252568715(NAD 83)
 OG0926
 OG0926                          SUPERSEDED SURVEY CONTROL
 OG0926
 OG0926  NAD 83(1986)-  43 03 13.47768(N)    079 00 15.55082(W) AD(       ) 3
 OG0926  NAD 27      -  43 03 13.27492(N)    079 00 16.39809(W) AD(       ) 3
 OG0926
 OG0926.Superseded values are not recommended for survey control.
 OG0926
 OG0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0926.See file dsdata.pdf to determine how the superseded data were derived.
 OG0926
 OG0926_MARKER: DD = SURVEY DISK
 OG0926_SETTING: 80 = SET IN A BOULDER
 OG0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0926+STABILITY: SURFACE MOTION
 OG0926
 OG0926  HISTORY     - Date     Condition        Report By
 OG0926  HISTORY     - 1941     MONUMENTED       IBC
 OG0926
 OG0926                          STATION DESCRIPTION
 OG0926
 OG0926'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 OG0926'ON THE CANADIAN SIDE OF THE BOUNDARY, ON THE SOUTHEAST SIDE OF NAVY
 OG0926'ISLAND IN THE NIAGARA RIVER, ABOUT 100 FEET SOUTH OF THE SOUTH END
 OG0926'OF THE RUINS OF AN OLD DOCK.
 OG0926'
 OG0926'STATION MARK IS AN IBC STANDARD BRONZE - DISK STATION MARK SET IN A
 OG0926'DRILL HOLE IN A ROCK SHOWING 15 BY 15 INCHES FLUSH WITH THE GROUND
 OG0926'28 FEET FROM THE HIGH BANK F THE RIVER IN A LITTLE CLEARING NEAR THE
 OG0926'APPROACH TO THE OLD DOCK AND 67.7 FEET SOUTHEAST OF A 3 - FOOT OAK
 OG0926'TREE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TA0144 ***********************************************************************
 TA0144  DESIGNATION -  CANADA
 TA0144  PID         -  TA0144
 TA0144  STATE/COUNTY-  ON/RAINY RIVER
 TA0144  COUNTRY     -  CANADA
 TA0144  NTS MAPSHEET-  BASSWOOD LAKE (2020)
 TA0144
 TA0144                         *CURRENT SURVEY CONTROL
 TA0144  ______________________________________________________________________
 TA0144* NAD 83(1996) POSITION- 48 05 48.62979(N) 091 31 34.28970(W)   ADJUSTED
 TA0144* NAVD 88 ORTHO HEIGHT -   457.    (meters)     1499.    (feet) SCALED
 TA0144  ______________________________________________________________________
 TA0144  GEOID HEIGHT    -        -31.514 (meters)                     EGM08
 TA0144  HORZ ORDER      -  FIRST
 TA0144
 TA0144.The positional and height information provided upon this datasheet are not
 TA0144.officially recognized by the Government of Canada, provincial governments
 TA0144.within Canada, nor are they intended to replace or substitute for them.
 TA0144.The intent of sharing this data is to allow access to positions or heights
 TA0144.recognized by the United States Government. Passive control that is used by
 TA0144.both nations may share the same or similar designations or descriptions but
 TA0144.do not share official positions or heights. The 'Station Description' may
 TA0144.originate from a Canadian 'Station Report' and if so contains information
 TA0144.licensed under the 'Open Government License - Canada'.
 TA0144
 TA0144.The horizontal coordinates were established by classical geodetic methods
 TA0144.and adjusted by the National Geodetic Survey in March 1999.
 TA0144
 TA0144.The orthometric height was scaled from a topographic map.
 TA0144
 TA0144.Significant digits in the geoid height do not necessarily reflect accuracy.
 TA0144
 TA0144.Click photographs - Photos may exist for this station.
 TA0144
 TA0144. The following values were computed from the NAD 83(1996) position.
 TA0144
 TA0144;                    North         East     Units Scale Factor Converg.
 TA0144;UTM  15      - 5,328,114.371   609,732.279   MT  0.99974795   +1 05 49.3
 TA0144
 TA0144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TA0144!UTM  15      -   0.99993328  x   0.99974795  =   0.99968125
 TA0144
 TA0144:                Primary Azimuth Mark                     Grid Az
 TA0144:UTM  15      -  FOUND                                    163 30 31.3
 TA0144
 TA0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UXP0973228114(NAD 83)
 TA0144
 TA0144|---------------------------------------------------------------------|
 TA0144| PID    Reference Object                     Distance      Geod. Az  |
 TA0144|                                                           dddmmss.s |
 TA0144| CJ2313 CANADA RM 2                          18.090 METERS 05203     |
 TA0144| TA0134 FOUND                               APPROX. 9.5 KM 1643620.6 |
 TA0144| CJ2312 CANADA RM 1                          19.900 METERS 16658     |
 TA0144|---------------------------------------------------------------------|
 TA0144
 TA0144                          SUPERSEDED SURVEY CONTROL
 TA0144
 TA0144  NAD 83(1986)-  48 05 48.63172(N)    091 31 34.29480(W) AD(       ) 1
 TA0144  NAD 27      -  48 05 49.01700(N)    091 31 33.87300(W) AD(       ) 1
 TA0144
 TA0144.Superseded values are not recommended for survey control.
 TA0144
 TA0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TA0144.See file dsdata.pdf to determine how the superseded data were derived.
 TA0144
 TA0144
 TA0144  HISTORY     - Date     Condition        Report By
 TA0144  HISTORY     - 1917     MONUMENTED       GSC
 TA0144  HISTORY     - 1924     SEE DESCRIPTION  CGS
 TA0144
 TA0144                          STATION DESCRIPTION
 TA0144
 TA0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 TA0144'ON HIGHEST HILL ON CANADIAN POINT, ABOUT 2 MILES EAST OF CHANNEL
 TA0144'CONNECTING WESTERN AND MIDDLE BODIES OF BASSWOOD LAKE.  TO
 TA0144'REACH FROM WEST, MAKE LANDING IN SMALL BAY ABOUT 1 MILE
 TA0144'DUE EAST OF EXTREMITY OF UNITED STATES POINT, AND FOLLOW
 TA0144'BLAZED TRAIL TO STATION SITE.  TRIANGLE-BLAZED PINE TREE AT
 TA0144'FOOT OF TRAIL CAN BE EASILY SEEN FROM LAKE.  CLEARED LINES
 TA0144'THROUGH HEAVY TIMBER CONVERGE AT STATION.  MARKED BY COPPER
 TA0144'BOLT STAMPED G. S. C. SET FLUSH IN SOLID ROCK.  REFERENCE
 TA0144'MARKS ARE COPPER BOLTS SET FLUSH IN OUTCROPPING BOULDER.  NO. 1 IS
 TA0144'19.90 METERS (65.3 FEET) FROM STATION S 13 DEG 02 MIN E.
 TA0144'NO. 2, DISTANCE NOT MEASURED AND NOT RECOVERED IN
 TA0144'1924, IS N 80 DEG 43 MIN W FROM STATION.  NO. 3 IS
 TA0144'18.09 METERS (59.4 FEET) FROM STATION N 52 DEG 03 MIN E.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0858 ***********************************************************************
 RJ0858  DESIGNATION -  CANADIAN CANAL LOWER F ENT LT
 RJ0858  PID         -  RJ0858
 RJ0858  STATE/COUNTY-  ON/ALGOMA
 RJ0858  COUNTRY     -  CANADA
 RJ0858  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ0858
 RJ0858                         *CURRENT SURVEY CONTROL
 RJ0858  ______________________________________________________________________
 RJ0858* NAD 83(1986) POSITION- 46 30 53.93064(N) 084 20 45.89778(W)   NO CHECK
 RJ0858* NAVD 88 ORTHO HEIGHT -   181.    (meters)      594.    (feet) SCALED
 RJ0858  ______________________________________________________________________
 RJ0858  GEOID HEIGHT    -        -37.099 (meters)                     EGM08
 RJ0858  HORZ ORDER      -  THIRD
 RJ0858
 RJ0858.The positional and height information provided upon this datasheet are not
 RJ0858.officially recognized by the Government of Canada, provincial governments
 RJ0858.within Canada, nor are they intended to replace or substitute for them.
 RJ0858.The intent of sharing this data is to allow access to positions or heights
 RJ0858.recognized by the United States Government. Passive control that is used by
 RJ0858.both nations may share the same or similar designations or descriptions but
 RJ0858.do not share official positions or heights. The 'Station Description' may
 RJ0858.originate from a Canadian 'Station Report' and if so contains information
 RJ0858.licensed under the 'Open Government License - Canada'.
 RJ0858
 RJ0858.The horizontal coordinates were established by classical geodetic methods
 RJ0858.and adjusted by the National Geodetic Survey in July 1986.
 RJ0858
 RJ0858.No horizontal observational check was made to the station.
 RJ0858
 RJ0858.The orthometric height was scaled from a topographic map.
 RJ0858
 RJ0858.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0858
 RJ0858.Click photographs - Photos may exist for this station.
 RJ0858
 RJ0858. The following values were computed from the NAD 83(1986) position.
 RJ0858
 RJ0858;                    North         East     Units Scale Factor Converg.
 RJ0858;UTM  16      - 5,154,690.072   703,580.385   MT  1.00010946   +1 55 34.4
 RJ0858
 RJ0858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0858!UTM  16      -   0.99997744  x   1.00010946  =   1.00008689
 RJ0858
 RJ0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0358054690(NAD 83)
 RJ0858
 RJ0858                          SUPERSEDED SURVEY CONTROL
 RJ0858
 RJ0858  NAD 27      -  46 30 53.85778(N)    084 20 45.75428(W) AD(       ) 3
 RJ0858
 RJ0858.Superseded values are not recommended for survey control.
 RJ0858
 RJ0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0858.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0858
 RJ0858_MARKER: 14 = NAVIGATION LIGHT
 RJ0858_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0858
 RJ0858  HISTORY     - Date     Condition        Report By
 RJ0858  HISTORY     - 1981     FIRST OBSERVED   NOS
 RJ0858
 RJ0858                          STATION DESCRIPTION
 RJ0858
 RJ0858'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ0858'THE STATION, CANADIAN CANAL LOWER F ENT LT
 RJ0858'IS THE CENTER OF THE FIXED RED LIGHT ATOP THE 11 METER
 RJ0858'SKELETAL TOWER.
 RJ0858'
 RJ0858'THE STATION IS LOCATED IN SAULT STE MARIE, ONTARIO ON THE EAST
 RJ0858'SIDE OF HURON STREET NEAR ITS BRIDGE TO THE CANADIAN LOCKS AT
 RJ0858'THE WATERFRONT.
 RJ0858'
 RJ0858'TO REACH THE STATION FROM THE CUSTOMS OFFICE AT THE NORTH END
 RJ0858'OF THE INTERNATIONAL BRIDGE IN ONTARIO, GO SOUTH ON HURON STREET
 RJ0858'TO THE BRIDGE TO THE CANADIAN LOCKS ON THE WATERFRONT.  PARK AND
 RJ0858'WALK EAST ALONG THE DOCKLINE FOR 0.5 KILOMETER (0.3 MILE) TO THE
 RJ0858'AREA OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0859 ***********************************************************************
 RJ0859  DESIGNATION -  CANADIAN CANAL LOWER R ENT LT
 RJ0859  PID         -  RJ0859
 RJ0859  STATE/COUNTY-  ON/ALGOMA
 RJ0859  COUNTRY     -  CANADA
 RJ0859  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ0859
 RJ0859                         *CURRENT SURVEY CONTROL
 RJ0859  ______________________________________________________________________
 RJ0859* NAD 83(1986) POSITION- 46 30 59.19433(N) 084 20 51.74917(W)   NO CHECK
 RJ0859* NAVD 88 ORTHO HEIGHT -   187.    (meters)      614.    (feet) SCALED
 RJ0859  ______________________________________________________________________
 RJ0859  GEOID HEIGHT    -        -37.097 (meters)                     EGM08
 RJ0859  HORZ ORDER      -  THIRD
 RJ0859
 RJ0859.The positional and height information provided upon this datasheet are not
 RJ0859.officially recognized by the Government of Canada, provincial governments
 RJ0859.within Canada, nor are they intended to replace or substitute for them.
 RJ0859.The intent of sharing this data is to allow access to positions or heights
 RJ0859.recognized by the United States Government. Passive control that is used by
 RJ0859.both nations may share the same or similar designations or descriptions but
 RJ0859.do not share official positions or heights. The 'Station Description' may
 RJ0859.originate from a Canadian 'Station Report' and if so contains information
 RJ0859.licensed under the 'Open Government License - Canada'.
 RJ0859
 RJ0859.The horizontal coordinates were established by classical geodetic methods
 RJ0859.and adjusted by the National Geodetic Survey in July 1986.
 RJ0859
 RJ0859.No horizontal observational check was made to the station.
 RJ0859
 RJ0859.The orthometric height was scaled from a topographic map.
 RJ0859
 RJ0859.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0859
 RJ0859.Click photographs - Photos may exist for this station.
 RJ0859
 RJ0859. The following values were computed from the NAD 83(1986) position.
 RJ0859
 RJ0859;                    North         East     Units Scale Factor Converg.
 RJ0859;UTM  16      - 5,154,848.339   703,450.247   MT  1.00010881   +1 55 30.3
 RJ0859
 RJ0859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0859!UTM  16      -   0.99997650  x   1.00010881  =   1.00008530
 RJ0859
 RJ0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0345054848(NAD 83)
 RJ0859
 RJ0859                          SUPERSEDED SURVEY CONTROL
 RJ0859
 RJ0859  NAD 27      -  46 30 59.12143(N)    084 20 51.60555(W) AD(       ) 3
 RJ0859
 RJ0859.Superseded values are not recommended for survey control.
 RJ0859
 RJ0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0859.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0859
 RJ0859_MARKER: 14 = NAVIGATION LIGHT
 RJ0859_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0859
 RJ0859  HISTORY     - Date     Condition        Report By
 RJ0859  HISTORY     - 1981     FIRST OBSERVED   NOS
 RJ0859
 RJ0859                          STATION DESCRIPTION
 RJ0859
 RJ0859'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ0859'THE STATION, CANADIAN CANAL LOWER R ENT LT, IS THE CENTER
 RJ0859'OF THE FIXED RED LIGHT ATOP THE 18 METER SKELETAL TOWER.
 RJ0859'
 RJ0859'THE STATION IS LOCATED IN SAULT STE MARIE, ONTARIO ON THE
 RJ0859'EAST SIDE OF HURON STREET OPPOSITE THE ABITIBI PAPER COMPANY.
 RJ0859'
 RJ0859'TO REACH THE STATION FROM THE CUSTOMS OFFICE AT THE NORTH END
 RJ0859'OF THE INTERNATIONAL BRIDGE IN SAULT STE MARIE, ONTARIO, GO
 RJ0859'SOUTH ON HURON STREET FOR 0.5 KILOMETER (0.3 MILE) TO THE
 RJ0859'STATION ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0870 ***********************************************************************
 RJ0870  DESIGNATION -  CARPEAU IBC 1943
 RJ0870  PID         -  RJ0870
 RJ0870  STATE/COUNTY-  ON/ALGOMA
 RJ0870  COUNTRY     -  CANADA
 RJ0870  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ0870
 RJ0870                         *CURRENT SURVEY CONTROL
 RJ0870  ______________________________________________________________________
 RJ0870* NAD 83(1986) POSITION- 46 30 09.56083(N) 084 26 26.31517(W)   ADJUSTED
 RJ0870* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0870  ______________________________________________________________________
 RJ0870  GEOID HEIGHT    -        -36.987 (meters)                     EGM08
 RJ0870  HORZ ORDER      -  THIRD
 RJ0870
 RJ0870.The positional and height information provided upon this datasheet are not
 RJ0870.officially recognized by the Government of Canada, provincial governments
 RJ0870.within Canada, nor are they intended to replace or substitute for them.
 RJ0870.The intent of sharing this data is to allow access to positions or heights
 RJ0870.recognized by the United States Government. Passive control that is used by
 RJ0870.both nations may share the same or similar designations or descriptions but
 RJ0870.do not share official positions or heights. The 'Station Description' may
 RJ0870.originate from a Canadian 'Station Report' and if so contains information
 RJ0870.licensed under the 'Open Government License - Canada'.
 RJ0870
 RJ0870.The horizontal coordinates were established by classical geodetic methods
 RJ0870.and adjusted by the National Geodetic Survey in July 1986.
 RJ0870
 RJ0870.The orthometric height was scaled from a topographic map.
 RJ0870
 RJ0870.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0870
 RJ0870.Click photographs - Photos may exist for this station.
 RJ0870
 RJ0870. The following values were computed from the NAD 83(1986) position.
 RJ0870
 RJ0870;                    North         East     Units Scale Factor Converg.
 RJ0870;UTM  16      - 5,153,081.042   696,371.380   MT  1.00007402   +1 51 25.8
 RJ0870
 RJ0870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0870!UTM  16      -   0.99997820  x   1.00007402  =   1.00005222
 RJ0870
 RJ0870:                Primary Azimuth Mark                     Grid Az
 RJ0870:UTM  16      -  VESSEL                                   081 58 47.1
 RJ0870
 RJ0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9637153081(NAD 83)
 RJ0870
 RJ0870|---------------------------------------------------------------------|
 RJ0870| PID    Reference Object                     Distance      Geod. Az  |
 RJ0870|                                                           dddmmss.s |
 RJ0870| RJ0869 VESSEL                              APPROX. 3.1 KM 0835012.9 |
 RJ0870| RJ1021 SAULT STE MARIE WATER TOWER         APPROX. 6.4 KM 1011657.4 |
 RJ0870| RJ1057 CADILLAC S00 LUMBER CO CHIMNEY      APPROX. 5.0 KM 1081437.0 |
 RJ0870| RJ1059 NORTHWEST LEATHER COMPANY STK       APPROX. 4.0 KM 1133256.0 |
 RJ0870|---------------------------------------------------------------------|
 RJ0870
 RJ0870                          SUPERSEDED SURVEY CONTROL
 RJ0870
 RJ0870  NAD 27      -  46 30 09.48700(N)    084 26 26.15300(W) AD(       ) 3
 RJ0870
 RJ0870.Superseded values are not recommended for survey control.
 RJ0870
 RJ0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0870.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0870
 RJ0870_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0870+STABILITY: SURFACE MOTION
 RJ0870
 RJ0870  HISTORY     - Date     Condition        Report By
 RJ0870  HISTORY     - 1943     MONUMENTED       IBC
 RJ0870  HISTORY     - 1958     SEE DESCRIPTION  IBC
 RJ0870
 RJ0870                          STATION DESCRIPTION
 RJ0870
 RJ0870'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0870'ON THE E SIDE OF CARP RIVER, ABOUT 800 FEET N OF THE LOW SWAMPY
 RJ0870'POINT ON THE E SIDE OF THE MOUTH OF THIS RIVER, AND 200 FEET S OF
 RJ0870'A ROUNDING POINT, OPPOSITE A SMALL SANDY BEACH.  THE SHORELINE IS
 RJ0870'BRUSHY AND THE GROUND IS SWAMPY IN THE VICINITY OF THE STATION
 RJ0870'WHICH IS ON SAND ABOUT 12 FEET FROM THE WATER AND 1-1/2 FEET ABOVE
 RJ0870'IT.  A LONG CLUMP OF ALDERS IS A FEW FEET N OF THE STATION.
 RJ0870'
 RJ0870'STATION MARK IS AN I B C STANDARD BRONZE - DISK STATION MARK SET
 RJ0870'FLUSH WITH THE SURFACE IN TOP OF A CYLINDER OF CONCRETE 6 INCHES IN
 RJ0870'DIAMETER AND 16 INCHES LONG.  SUBSURFACE MARK IS A COPPER RIVET
 RJ0870'SET IN A CYLINDER OF CONCRETE 9 INCHES IN DIAMETER AND 10 INCHES
 RJ0870'LONG 18 INCHES BELOW THE SURFACE.
 RJ0870
 RJ0870                          STATION RECOVERY (1958)
 RJ0870
 RJ0870'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0870'SHORELINE HAS CHANGED.  STATION NOT RECOVERED, BUT PROBABLY STILL
 RJ0870'THERE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0862 ***********************************************************************
 TC0862  DESIGNATION -  CARSON
 TC0862  PID         -  TC0862
 TC0862  STATE/COUNTY-  ON/RAINY RIVER
 TC0862  COUNTRY     -  CANADA
 TC0862  NTS MAPSHEET-  RAINY RIVER (2020)
 TC0862
 TC0862                         *CURRENT SURVEY CONTROL
 TC0862  ______________________________________________________________________
 TC0862* NAD 83(1996) POSITION- 48 43 01.59227(N) 094 33 51.66736(W)   ADJUSTED
 TC0862* NAVD 88 ORTHO HEIGHT -   332.    (meters)     1089.    (feet) SCALED
 TC0862  ______________________________________________________________________
 TC0862  GEOID HEIGHT    -        -29.023 (meters)                     EGM08
 TC0862  HORZ ORDER      -  THIRD
 TC0862
 TC0862.The positional and height information provided upon this datasheet are not
 TC0862.officially recognized by the Government of Canada, provincial governments
 TC0862.within Canada, nor are they intended to replace or substitute for them.
 TC0862.The intent of sharing this data is to allow access to positions or heights
 TC0862.recognized by the United States Government. Passive control that is used by
 TC0862.both nations may share the same or similar designations or descriptions but
 TC0862.do not share official positions or heights. The 'Station Description' may
 TC0862.originate from a Canadian 'Station Report' and if so contains information
 TC0862.licensed under the 'Open Government License - Canada'.
 TC0862
 TC0862.The horizontal coordinates were established by classical geodetic methods
 TC0862.and adjusted by the National Geodetic Survey in March 1999.
 TC0862
 TC0862.The orthometric height was scaled from a topographic map.
 TC0862
 TC0862.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0862
 TC0862.Click photographs - Photos may exist for this station.
 TC0862
 TC0862. The following values were computed from the NAD 83(1996) position.
 TC0862
 TC0862;                    North         East     Units Scale Factor Converg.
 TC0862;UTM  15      - 5,397,189.451   384,934.577   MT  0.99976266   -1 10 32.4
 TC0862
 TC0862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0862!UTM  15      -   0.99995246  x   0.99976266  =   0.99971513
 TC0862
 TC0862:                Primary Azimuth Mark                     Grid Az
 TC0862:UTM  15      -  BOUNDARY REF MON 92                      088 13 01.9
 TC0862
 TC0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8493497189(NAD 83)
 TC0862
 TC0862|---------------------------------------------------------------------|
 TC0862| PID    Reference Object                     Distance      Geod. Az  |
 TC0862|                                                           dddmmss.s |
 TC0862| TC1187 BOUNDARY REF MON 92                 APPROX. 0.7 KM 0870229.5 |
 TC0862| TC0821 BACHTEL                             371.515 METERS 18340     |
 TC0862| TC0822 BARABA                              476.810 METERS 2210331.5 |
 TC0862| TC0995 POUNDER                             303.874 METERS 27334     |
 TC0862|---------------------------------------------------------------------|
 TC0862
 TC0862                          SUPERSEDED SURVEY CONTROL
 TC0862
 TC0862  NAD 83(1986)-  48 43 01.57385(N)    094 33 51.66543(W) AD(       ) 3
 TC0862
 TC0862.Superseded values are not recommended for survey control.
 TC0862
 TC0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0862.See file dsdata.pdf to determine how the superseded data were derived.
 TC0862
 TC0862_MARKER: DD = SURVEY DISK
 TC0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0862+STABILITY: SURFACE MOTION
 TC0862
 TC0862  HISTORY     - Date     Condition        Report By
 TC0862  HISTORY     - 1914     MONUMENTED       IBC
 TC0862  HISTORY     - 1947     MARK NOT FOUND   IBC
 TC0862
 TC0862                          STATION DESCRIPTION
 TC0862
 TC0862'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC0862'ON THE NORTH BANK OF RAINY RIVER, IN THE TOWN OF RAINY RIVER, ONTARIO.
 TC0862'THE STATION IS ABOUT 2 METERS WEST OF THE CENTER OF THE
 TC0862'NORTH - AND - SOUTH STREET PASSING THE SCHOOL BUILDING, 1 METER ABOVE
 TC0862'AND 12 METERS BACK FROM THE RIVERS EDGE, 8 METERS SOUTH OF THE
 TC0862'PROLONGATION OF THE LINE OF THE SOUTH RAIL OF A BRIDGE, WHICH IS 100
 TC0862'METERS WEST OF THE STATION.
 TC0862'
 TC0862'STATION MARK--A BRONZE DISK SET SET IN CONCRETE.
 TC0862
 TC0862                          STATION RECOVERY (1947)
 TC0862
 TC0862'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1947 (NWS)
 TC0862'THE STATION IS PROBABLY LOST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DL5254 ***********************************************************************
 DL5254  DESIGNATION -  CC
 DL5254  PID         -  DL5254
 DL5254  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 DL5254  COUNTRY     -  CANADA
 DL5254  NTS MAPSHEET-  CORNWALL (2020)
 DL5254
 DL5254                         *CURRENT SURVEY CONTROL
 DL5254  ______________________________________________________________________
 DL5254* NAD 83(1986) POSITION- 45 00 27.74   (N) 074 47 34.82   (W)   HD_HELD1
 DL5254* NAVD 88 ORTHO HEIGHT -    77.912 (meters)      255.62  (feet) ADJUSTED
 DL5254  ______________________________________________________________________
 DL5254  GEOID HEIGHT    -        -31.516 (meters)                     EGM08
 DL5254  DYNAMIC HEIGHT  -         77.910 (meters)      255.61  (feet) COMP
 DL5254  MODELED GRAVITY -    980,598.7   (mgal)                       NAVD 88
 DL5254
 DL5254  VERT ORDER      -  FIRST     CLASS II
 DL5254
 DL5254.The positional and height information provided upon this datasheet are not
 DL5254.officially recognized by the Government of Canada, provincial governments
 DL5254.within Canada, nor are they intended to replace or substitute for them.
 DL5254.The intent of sharing this data is to allow access to positions or heights
 DL5254.recognized by the United States Government. Passive control that is used by
 DL5254.both nations may share the same or similar designations or descriptions but
 DL5254.do not share official positions or heights. The 'Station Description' may
 DL5254.originate from a Canadian 'Station Report' and if so contains information
 DL5254.licensed under the 'Open Government License - Canada'.
 DL5254
 DL5254.The horizontal coordinates were determined by differentially corrected
 DL5254.hand held GPS observations or other comparable positioning techniques
 DL5254.and have an estimated accuracy of +/- 3 meters.
 DL5254
 DL5254.The orthometric height was determined by differential leveling and
 DL5254.adjusted by the NATIONAL GEODETIC SURVEY
 DL5254.in March 2024.
 DL5254
 DL5254.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5254
 DL5254.Click photographs - Photos may exist for this station.
 DL5254
 DL5254.The dynamic height is computed by dividing the NAVD 88
 DL5254.geopotential number by the normal gravity value computed on the
 DL5254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5254.degrees latitude (g = 980.6199 gals.).
 DL5254
 DL5254.The modeled gravity was interpolated from observed gravity values.
 DL5254
 DL5254
 DL5254_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1631283827(NAD 83)
 DL5254
 DL5254                          SUPERSEDED SURVEY CONTROL
 DL5254
 DL5254  NAVD 88 (10/14/09)   77.895  (m)          255.56   (f) SUPERSEDED  1 2
 DL5254
 DL5254.Superseded values are not recommended for survey control.
 DL5254
 DL5254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5254.See file dsdata.pdf to determine how the superseded data were derived.
 DL5254
 DL5254_MARKER: Z = SEE DESCRIPTION
 DL5254_SP_SET: DEFORMATION MONUMENT
 DL5254_MARK LOGO: NONE
 DL5254_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL5254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5254+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2022
 DL5254
 DL5254  HISTORY     - Date     Condition        Report By
 DL5254  HISTORY     - 1985     MONUMENTED       ONTAPW
 DL5254  HISTORY     - 20220912 GOOD             NGS
 DL5254
 DL5254                          STATION DESCRIPTION
 DL5254
 DL5254'DESCRIBED BY ONTARIO POWER GENERATION 1985
 DL5254'THE STATION IS LOCATED ABOUT 11.5 KM (7.1 MI) NORTHEAST OF MASSENA,
 DL5254'5.35 KM (3.3 MI) WEST-SOUTHWEST OF CORNWALL, CANADA AND ON CANADIAN
 DL5254'PORTION OF THE MOSES-SAUNDERS DAM.
 DL5254'
 DL5254'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 37 AND 131,
 DL5254'GO NORTHERLY ON HIGHWAY 131 (BARNHART ISLE ROAD) FOR 3.6 KM (2.2 MI)
 DL5254'TO THE TUNNEL AT THE EISENHOWER LOCK.  PASS THROUGH THE TUNNEL AND
 DL5254'CONTINUE NORTHERLY FOR 1.45 KM (0.9 MI) TO A CROSSROAD.  CONTINUE
 DL5254'AHEAD FOR 1.1 KM (0.7 MI) TO A SIDE ROAD RIGHT (BEACH MARINA ROAD).
 DL5254'CONTINUE AHEAD FOR 2.85 KM (1.8 MI) TO THE PASNY SECURITY BUILDING ON
 DL5254'THE RIGHT.  CONTINUE AHEAD FOR 1.15 KM (0.7 MI) TO THE DAM GO
 DL5254'NORTHWEST ON THE DAM FOR 0.65 KM (0.4 MI) TO PAST THE CENTER OF THE
 DL5254'DAM, THE INTERNATIONAL BOUNDARY AND TO THE STATION.
 DL5254'
 DL5254'TD CLOSING CORNER IS THE HIGHEST POINT OF A 5/8-INCH (13 CM) - 11
 DL5254'STAINLESS STEEL THREADED STUD WITH A DOMED COVERED NEAR THE EAST EDGE
 DL5254'OF THE CONCRETE DECK OF THE HEADWORK, NEAR A CLOSING CORNER PAINTED ON
 DL5254'THE WALL, 0.925 M (3.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF HEAD
 DL5254'GATE HATCH COVER 9A, 0.745 M (2.4 FT) WEST OF THE EASTERNMOST RAIL OF
 DL5254'THE OVERHEAD GANTRY CRANE.
 DL5254
 DL5254                          STATION RECOVERY (2022)
 DL5254
 DL5254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (JAO)
 DL5254'MARK IS LOCATED 4.9 KM (3.0 MI) WEST-SOUTHWEST OF THE CORNWALL,
 DL5254'ONTARIO, CANADA CITY HALL AND WITHIN THE GROUNDS FOR THE ROBERT H.
 DL5254'SAUNDERS POWER DAM, ST. LAWRENCE GENERATING STATION, OPERATED BY
 DL5254'ONTARIO POWER GENERATION (OPG).
 DL5254'
 DL5254'CONTACT THE ENGINEERING DEPARTMENT AT 613-932-3072 TO OBTAIN
 DL5254'PERMISSION TO ACCESS THE MARK.
 DL5254'
 DL5254'THE HIGHEST POINT OF A 5/8-INCH (16 MM) - 11 THREADED STAINLESS STEEL
 DL5254'BOLT IN THE TOP CENTER OF A 23 CM (9 INCHES) ROUND HORIZONTAL CONTROL
 DL5254'2 CM (1 INCH) THICK STAINLESS STEEL BASE PLATE, SET 2 CM (1 INCH)
 DL5254'BELOW THE CONCRETE SURFACE OF THE DECK, NEAR THE DOWNSTREAM EDGE OF
 DL5254'THE OPG HEADWORKS.  THE STAINLESS STEEL PLATE IS CONNECTED TO TWO 15
 DL5254'CM (6 INCHES) LONG 6.35 MM (1/4 INCH) THREADED STAINLESS STEEL RODS
 DL5254'GROUTED INTO THE CONCRETE DECKING.
 DL5254'
 DL5254'SOUTHEAST OF AND INBETWEEN HEADGATES 8C AND 9A, 0.925 M (3.0 FT)
 DL5254'NORTHEAST OF THE NORTHEAST CORNER OF HEAD GATE HATCH COVER 9A, 0.745 M
 DL5254'(2.4 FT) WEST OF THE EASTERNMOST RAIL OF THE OVERHEAD GANTRY CRANE.
 DL5254'
 DL5254'NOTE - THE MONUMENT HAS A RED PAINTED IDENTIFIER LETTERING "CC" ON THE
 DL5254'SOUTHEAST CONCRETE WALL JUST ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TB1023 ***********************************************************************
 TB1023  DESIGNATION -  CEDAR
 TB1023  PID         -  TB1023
 TB1023  STATE/COUNTY-  ON/RAINY RIVER
 TB1023  COUNTRY     -  CANADA
 TB1023  NTS MAPSHEET-  LAC LA CROIX (2020)
 TB1023
 TB1023                         *CURRENT SURVEY CONTROL
 TB1023  ______________________________________________________________________
 TB1023* NAD 83(1996) POSITION- 48 21 53.89866(N) 092 04 17.52598(W)   ADJUSTED
 TB1023* NAVD 88 ORTHO HEIGHT -   360.    (meters)     1181.    (feet) SCALED
 TB1023  ______________________________________________________________________
 TB1023  GEOID HEIGHT    -        -32.043 (meters)                     EGM08
 TB1023  HORZ ORDER      -  FIRST
 TB1023
 TB1023.The positional and height information provided upon this datasheet are not
 TB1023.officially recognized by the Government of Canada, provincial governments
 TB1023.within Canada, nor are they intended to replace or substitute for them.
 TB1023.The intent of sharing this data is to allow access to positions or heights
 TB1023.recognized by the United States Government. Passive control that is used by
 TB1023.both nations may share the same or similar designations or descriptions but
 TB1023.do not share official positions or heights. The 'Station Description' may
 TB1023.originate from a Canadian 'Station Report' and if so contains information
 TB1023.licensed under the 'Open Government License - Canada'.
 TB1023
 TB1023.The horizontal coordinates were established by classical geodetic methods
 TB1023.and adjusted by the National Geodetic Survey in March 1999.
 TB1023
 TB1023.The orthometric height was scaled from a topographic map.
 TB1023
 TB1023.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB1023
 TB1023.Click photographs - Photos may exist for this station.
 TB1023
 TB1023. The following values were computed from the NAD 83(1996) position.
 TB1023
 TB1023;                    North         East     Units Scale Factor Converg.
 TB1023;UTM  15      - 5,357,283.083   568,769.047   MT  0.99965810   +0 41 38.2
 TB1023
 TB1023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TB1023!UTM  15      -   0.99994856  x   0.99965810  =   0.99960668
 TB1023
 TB1023:                Primary Azimuth Mark                     Grid Az
 TB1023:UTM  15      -  SHORTISS                                 132 28 32.7
 TB1023
 TB1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UWP6876957283(NAD 83)
 TB1023
 TB1023|---------------------------------------------------------------------|
 TB1023| PID    Reference Object                     Distance      Geod. Az  |
 TB1023|                                                           dddmmss.s |
 TB1023| TA0181 SHORTISS                            APPROX.13.2 KM 1331010.9 |
 TB1023| CJ2327 CEDAR RM                             24.130 METERS 23809     |
 TB1023|---------------------------------------------------------------------|
 TB1023
 TB1023                          SUPERSEDED SURVEY CONTROL
 TB1023
 TB1023  NAD 83(1986)-  48 21 53.91839(N)    092 04 17.58012(W) AD(       ) 1
 TB1023  NAD 27      -  48 21 54.27300(N)    092 04 17.09100(W) AD(       ) 1
 TB1023
 TB1023.Superseded values are not recommended for survey control.
 TB1023
 TB1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB1023.See file dsdata.pdf to determine how the superseded data were derived.
 TB1023
 TB1023_MARKER: DD = SURVEY DISK
 TB1023_SETTING: 0 = UNSPECIFIED SETTING
 TB1023
 TB1023  HISTORY     - Date     Condition        Report By
 TB1023  HISTORY     - 1924     MONUMENTED       GSC
 TB1023
 TB1023                          STATION DESCRIPTION
 TB1023
 TB1023'DESCRIBED BY GEODETIC SURVEY OF CANADA 1924 (WM)
 TB1023'ON SMALL LOW ISLAND AT EAST END OF MAIN OPEN BODY OF LAC LA
 TB1023'CROIX, NEAR MOST WESTERLY EXTREMITY OF ISLAND, AND ABOUT 50
 TB1023'FEET FROM SHORE.  ISLAND LIES 1-1/4 MILES EAST OF VERY SMALL
 TB1023'ISLAND LYING IN OPEN PART OF LAKE AND MADE CONSPICUOUS BY
 TB1023'ITS LONE BUSHY TOPPED PINE TREE.  ISLAND ON WHICH STATION
 TB1023'IS LOCATED IS COVERED WITH TALL NORWAY PINE, WHITE PINE, AND
 TB1023'CEDAR TREES.  MARKED BY GEODETIC SURVEY OF CANADA BRONZE
 TB1023'DISK IN ROCK LEDGE ABOUT 1 FOOT BELOW GROUND LEVEL.  HOLE IS
 TB1023'WALLED UP WITH ROCK TO SURFACE.  REFERENCE MARK IS GEODETIC
 TB1023'SURVEY OF CANADA BRONZE DISK IN SOLID ROCK LEDGE, NEAR LAKE
 TB1023'SHORE, AND 24.13 METERS (79.2 FEET) FROM STATION
 TB1023'S 58 DEG 09 MIN W.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0867 ***********************************************************************
 TC0867  DESIGNATION -  CENTER
 TC0867  PID         -  TC0867
 TC0867  STATE/COUNTY-  ON/KENORA
 TC0867  COUNTRY     -  CANADA
 TC0867  NTS MAPSHEET-  FALCON ISLAND (2020)
 TC0867
 TC0867                         *CURRENT SURVEY CONTROL
 TC0867  ______________________________________________________________________
 TC0867* NAD 83(1996) POSITION- 49 19 39.36637(N) 094 50 36.79317(W)   ADJUSTED
 TC0867* NAVD 88 ORTHO HEIGHT -   329.    (meters)     1079.    (feet) SCALED
 TC0867  ______________________________________________________________________
 TC0867  GEOID HEIGHT    -        -29.724 (meters)                     EGM08
 TC0867  HORZ ORDER      -  THIRD
 TC0867
 TC0867.The positional and height information provided upon this datasheet are not
 TC0867.officially recognized by the Government of Canada, provincial governments
 TC0867.within Canada, nor are they intended to replace or substitute for them.
 TC0867.The intent of sharing this data is to allow access to positions or heights
 TC0867.recognized by the United States Government. Passive control that is used by
 TC0867.both nations may share the same or similar designations or descriptions but
 TC0867.do not share official positions or heights. The 'Station Description' may
 TC0867.originate from a Canadian 'Station Report' and if so contains information
 TC0867.licensed under the 'Open Government License - Canada'.
 TC0867
 TC0867.The horizontal coordinates were established by classical geodetic methods
 TC0867.and adjusted by the National Geodetic Survey in March 1999.
 TC0867
 TC0867.The orthometric height was scaled from a topographic map.
 TC0867
 TC0867.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0867
 TC0867.Click photographs - Photos may exist for this station.
 TC0867
 TC0867. The following values were computed from the NAD 83(1996) position.
 TC0867
 TC0867;                    North         East     Units Scale Factor Converg.
 TC0867;UTM  15      - 5,465,509.493   366,047.862   MT  0.99982041   -1 23 54.4
 TC0867
 TC0867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0867!UTM  15      -   0.99995304  x   0.99982041  =   0.99977346
 TC0867
 TC0867:                Primary Azimuth Mark                     Grid Az
 TC0867:UTM  15      -  BOUNDARY REF MON 32                      230 41 16.7
 TC0867
 TC0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ6604765509(NAD 83)
 TC0867
 TC0867|---------------------------------------------------------------------|
 TC0867| PID    Reference Object                     Distance      Geod. Az  |
 TC0867|                                                           dddmmss.s |
 TC0867| TC1101 BOUNDARY REF MON 32                 APPROX. 0.9 KM 2291722.3 |
 TC0867|---------------------------------------------------------------------|
 TC0867
 TC0867                          SUPERSEDED SURVEY CONTROL
 TC0867
 TC0867  NAD 83(1986)-  49 19 39.33347(N)    094 50 36.72684(W) AD(       ) 3
 TC0867
 TC0867.Superseded values are not recommended for survey control.
 TC0867
 TC0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0867.See file dsdata.pdf to determine how the superseded data were derived.
 TC0867
 TC0867_MARKER: H = DRILL HOLE
 TC0867_SETTING: 80 = SET IN A BOULDER
 TC0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0867+STABILITY: SURFACE MOTION
 TC0867
 TC0867  HISTORY     - Date     Condition        Report By
 TC0867  HISTORY     - 1912     MONUMENTED       IBC
 TC0867
 TC0867                          STATION DESCRIPTION
 TC0867
 TC0867'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JJM)
 TC0867'ON THE HIGHEST PART OF THE ISLAND BETWEEN OAK AND CYCLONE ISLANDS, IN
 TC0867'LAKE OF THE WOODS, ABOUT 36 MILES NORTHEAST OF WARROAD, MINN, AND 35
 TC0867'MILES SOUTHWEST OF KENORA, ONTARIO.  REFERENCE MONUMENT 33 IS ABOUT
 TC0867'800 FEET SOUTH ON THE SAME ISLAND.
 TC0867'
 TC0867'STATION MARK--DRILL HOLE IN ROCK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TB1036 ***********************************************************************
 TB1036  DESIGNATION -  CENTER II
 TB1036  PID         -  TB1036
 TB1036  STATE/COUNTY-  ON/RAINY RIVER
 TB1036  COUNTRY     -  CANADA
 TB1036  NTS MAPSHEET-  LAC LA CROIX (2020)
 TB1036
 TB1036                         *CURRENT SURVEY CONTROL
 TB1036  ______________________________________________________________________
 TB1036* NAD 83(1996) POSITION- 48 20 49.26998(N) 092 18 23.97816(W)   ADJUSTED
 TB1036* NAVD 88 ORTHO HEIGHT -   427.    (meters)     1401.    (feet) SCALED
 TB1036  ______________________________________________________________________
 TB1036  GEOID HEIGHT    -        -31.819 (meters)                     EGM08
 TB1036  HORZ ORDER      -  FIRST
 TB1036
 TB1036.The positional and height information provided upon this datasheet are not
 TB1036.officially recognized by the Government of Canada, provincial governments
 TB1036.within Canada, nor are they intended to replace or substitute for them.
 TB1036.The intent of sharing this data is to allow access to positions or heights
 TB1036.recognized by the United States Government. Passive control that is used by
 TB1036.both nations may share the same or similar designations or descriptions but
 TB1036.do not share official positions or heights. The 'Station Description' may
 TB1036.originate from a Canadian 'Station Report' and if so contains information
 TB1036.licensed under the 'Open Government License - Canada'.
 TB1036
 TB1036.The horizontal coordinates were established by classical geodetic methods
 TB1036.and adjusted by the National Geodetic Survey in March 1999.
 TB1036
 TB1036.The orthometric height was scaled from a topographic map.
 TB1036
 TB1036.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB1036
 TB1036.Click photographs - Photos may exist for this station.
 TB1036
 TB1036. The following values were computed from the NAD 83(1996) position.
 TB1036
 TB1036;                    North         East     Units Scale Factor Converg.
 TB1036;UTM  15      - 5,355,103.415   551,372.051   MT  0.99963242   +0 31 05.0
 TB1036
 TB1036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TB1036!UTM  15      -   0.99993802  x   0.99963242  =   0.99957047
 TB1036
 TB1036:                Primary Azimuth Mark                     Grid Az
 TB1036:UTM  15      -  VERMILION                                239 09 15.8
 TB1036
 TB1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UWP5137255103(NAD 83)
 TB1036
 TB1036|---------------------------------------------------------------------|
 TB1036| PID    Reference Object                     Distance      Geod. Az  |
 TB1036|                                                           dddmmss.s |
 TB1036| CJ2330 CENTER II RM                         12.690 METERS 17049     |
 TB1036| TB1039 VERMILION                           APPROX. 7.1 KM 2394020.8 |
 TB1036|---------------------------------------------------------------------|
 TB1036
 TB1036                          SUPERSEDED SURVEY CONTROL
 TB1036
 TB1036  NAD 83(1986)-  48 20 49.28557(N)    092 18 24.03065(W) AD(       ) 1
 TB1036  NAD 27      -  48 20 49.63300(N)    092 18 23.50000(W) AD(       ) 1
 TB1036
 TB1036.Superseded values are not recommended for survey control.
 TB1036
 TB1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB1036.See file dsdata.pdf to determine how the superseded data were derived.
 TB1036
 TB1036
 TB1036  HISTORY     - Date     Condition        Report By
 TB1036  HISTORY     - 1915     MONUMENTED       IBC
 TB1036  HISTORY     - 1924     GOOD             CGS
 TB1036
 TB1036                          STATION DESCRIPTION
 TB1036
 TB1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 TB1036'ON NORTH SIDE OF LAC LA CROIX, ABOUT 1 MILE EAST OF WILKINS
 TB1036'BAY, ON HIGH AND PROMINENT HILL COVERED WITH DENSE GROWTH OF
 TB1036'JACK PINE, AND 3/4 MILE NORTHWEST OF REFERENCE MONUMENT 513
 TB1036'(IBC) ON PROMINENT POINT OPPOSITE SNOW BAY.  TO REACH FROM
 TB1036'LAC LA CROIX, LAND IN SMALL BAY JUST NORTH OF POINT OPPOSITE
 TB1036'SNOW BAY WHICH IS ABOUT 5 MILES DUE NORTH OF LOON LAKE-LAC
 TB1036'LA CROIX PORTAGE, AND FOLLOW BLAZED TRAIL FROM HEAD OF BAY
 TB1036'ABOUT 1 MILE TO STATION SITE.  MARKED BY STANDARD BRONZE
 TB1036'DISK OF INTERNATIONAL BOUNDARY COMMISSION IN SOLID ROCK.
 TB1036'REFERENCE MARK IS GEODETIC SURVEY OF CANADA BRONZE DISK IN
 TB1036'SOLID ROCK 12.69 METERS (41.6 FEET) FROM STATION S 09 DEG 11 MIN E.
 TB1036'350 DEG 49 MIN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0825 ***********************************************************************
 RJ0825  DESIGNATION -  CHARLES IBC 1943
 RJ0825  PID         -  RJ0825
 RJ0825  STATE/COUNTY-  ON/ALGOMA
 RJ0825  COUNTRY     -  CANADA
 RJ0825  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ0825
 RJ0825                         *CURRENT SURVEY CONTROL
 RJ0825  ______________________________________________________________________
 RJ0825* NAD 83(1986) POSITION- 46 30 28.25147(N) 084 15 22.56682(W)   ADJUSTED
 RJ0825* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0825  ______________________________________________________________________
 RJ0825  GEOID HEIGHT    -        -37.193 (meters)                     EGM08
 RJ0825  HORZ ORDER      -  THIRD
 RJ0825
 RJ0825.The positional and height information provided upon this datasheet are not
 RJ0825.officially recognized by the Government of Canada, provincial governments
 RJ0825.within Canada, nor are they intended to replace or substitute for them.
 RJ0825.The intent of sharing this data is to allow access to positions or heights
 RJ0825.recognized by the United States Government. Passive control that is used by
 RJ0825.both nations may share the same or similar designations or descriptions but
 RJ0825.do not share official positions or heights. The 'Station Description' may
 RJ0825.originate from a Canadian 'Station Report' and if so contains information
 RJ0825.licensed under the 'Open Government License - Canada'.
 RJ0825
 RJ0825.The horizontal coordinates were established by classical geodetic methods
 RJ0825.and adjusted by the National Geodetic Survey in July 1986.
 RJ0825
 RJ0825.The orthometric height was scaled from a topographic map.
 RJ0825
 RJ0825.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0825
 RJ0825.Click photographs - Photos may exist for this station.
 RJ0825
 RJ0825. The following values were computed from the NAD 83(1986) position.
 RJ0825
 RJ0825;                    North         East     Units Scale Factor Converg.
 RJ0825;UTM  16      - 5,154,133.136   710,497.262   MT  1.00014467   +1 59 28.4
 RJ0825
 RJ0825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0825!UTM  16      -   0.99997824  x   1.00014467  =   1.00012291
 RJ0825
 RJ0825:                Primary Azimuth Mark                     Grid Az
 RJ0825:UTM  16      -  BIRCH IBC 1943                           037 50 49.8
 RJ0825
 RJ0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1049754133(NAD 83)
 RJ0825
 RJ0825|---------------------------------------------------------------------|
 RJ0825| PID    Reference Object                     Distance      Geod. Az  |
 RJ0825|                                                           dddmmss.s |
 RJ0825| RJ0818 BIRCH IBC 1943                      APPROX. 0.8 KM 0395018.2 |
 RJ0825| RJ0826 REF MON 31 IWC 1911                 496.507 METERS 1992259.3 |
 RJ0825|---------------------------------------------------------------------|
 RJ0825
 RJ0825                          SUPERSEDED SURVEY CONTROL
 RJ0825
 RJ0825  NAD 27      -  46 30 28.17500(N)    084 15 22.43000(W) AD(       ) 3
 RJ0825
 RJ0825.Superseded values are not recommended for survey control.
 RJ0825
 RJ0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0825.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0825
 RJ0825_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0825_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ0825+WITH SETTING: PAVEMENT
 RJ0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0825+STABILITY: SURFACE MOTION
 RJ0825
 RJ0825  HISTORY     - Date     Condition        Report By
 RJ0825  HISTORY     - 1943     MONUMENTED       IBC
 RJ0825  HISTORY     - 1958     GOOD             IBC
 RJ0825
 RJ0825                          STATION DESCRIPTION
 RJ0825
 RJ0825'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0825'NEAR DESERTED FARM BUILDINGS, 2-3/4 MILES DOWNSTREAM FROM TOPSAIL
 RJ0825'ISLAND, AND W BRASSAR POINT SUGAR ISLAND.  IT IS ABOUT 130 FEET N OF
 RJ0825'A LOG HOUSE, AT W EDGE OF A GROUP OF A GROUP OF LARGE ELMS, BEING
 RJ0825'62.5 FEET N OF A 26-INCH ELM, 84 FEET W OF 20-INCH ELM, 106.5 FEET
 RJ0825'S OF 20-INCH ELM.  AT S SIDE OF HIGH GROUND S OF WILD RASPBERRY
 RJ0825'PATCH.
 RJ0825'
 RJ0825'STATION MARK IS A STANDARD I B C BRONZE - DISK STATION MARK SET IN
 RJ0825'CYLINDER OF CONCRETE, 7 INCHES IN DIAMETER AND 20 INCHES LONG, SET
 RJ0825'1 INCH ABOVE GROUND.  SUBSURFACE MARK IS A PIECE OF NO 8 COPPER
 RJ0825'WIRE SET IN CYLINDER OF CONCRETE, 7 INCHES IN DIAMETER AND 10
 RJ0825'INCHES LONG, SET 22 INCHES UNDERGROUND.
 RJ0825
 RJ0825                          STATION RECOVERY (1958)
 RJ0825
 RJ0825'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0825'RECOVERED IN GOOD CONDITION.  IT IS 166.4 FEET TO SE CORNER OF CABIN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1322 ***********************************************************************
 RJ1322  DESIGNATION -  CHENE ISLAND BIP+220
 RJ1322  PID         -  RJ1322
 RJ1322  STATE/COUNTY-  ON/ALGOMA
 RJ1322  COUNTRY     -  CANADA
 RJ1322  NTS MAPSHEET-  ILE PARISIENNE (2020)
 RJ1322
 RJ1322                         *CURRENT SURVEY CONTROL
 RJ1322  ______________________________________________________________________
 RJ1322* NAD 83(1986) POSITION- 46 30 09.76685(N) 084 33 18.90608(W)   ADJUSTED
 RJ1322* NAVD 88 ORTHO HEIGHT -   184.    (meters)      604.    (feet) VERTCON
 RJ1322  ______________________________________________________________________
 RJ1322  GEOID HEIGHT    -        -36.927 (meters)                     EGM08
 RJ1322  HORZ ORDER      -  SECOND
 RJ1322
 RJ1322.The positional and height information provided upon this datasheet are not
 RJ1322.officially recognized by the Government of Canada, provincial governments
 RJ1322.within Canada, nor are they intended to replace or substitute for them.
 RJ1322.The intent of sharing this data is to allow access to positions or heights
 RJ1322.recognized by the United States Government. Passive control that is used by
 RJ1322.both nations may share the same or similar designations or descriptions but
 RJ1322.do not share official positions or heights. The 'Station Description' may
 RJ1322.originate from a Canadian 'Station Report' and if so contains information
 RJ1322.licensed under the 'Open Government License - Canada'.
 RJ1322
 RJ1322.The horizontal coordinates were established by classical geodetic methods
 RJ1322.and adjusted by the National Geodetic Survey in May 1990.
 RJ1322
 RJ1322.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1322
 RJ1322.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1322
 RJ1322.Click photographs - Photos may exist for this station.
 RJ1322
 RJ1322. The following values were computed from the NAD 83(1986) position.
 RJ1322
 RJ1322;                    North         East     Units Scale Factor Converg.
 RJ1322;UTM  16      - 5,152,808.671   687,577.909   MT  1.00003251   +1 46 26.2
 RJ1322
 RJ1322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1322!UTM  16      -   0.99997690  x   1.00003251  =   1.00000940
 RJ1322
 RJ1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS8757752808(NAD 83)
 RJ1322
 RJ1322                          SUPERSEDED SURVEY CONTROL
 RJ1322
 RJ1322  NGVD 29 (05/22/90)  184.     (m)          604.     (f) VERT ANG       
 RJ1322
 RJ1322.Superseded values are not recommended for survey control.
 RJ1322
 RJ1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1322.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1322
 RJ1322_MARKER: DS = TRIANGULATION STATION DISK
 RJ1322_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1322+WITH SETTING: INFORMATION.
 RJ1322_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 RJ1322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1322
 RJ1322  HISTORY     - Date     Condition        Report By
 RJ1322  HISTORY     - 1988     MONUMENTED       USACE
 RJ1322
 RJ1322                          STATION DESCRIPTION
 RJ1322
 RJ1322'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1322'THE STATION IS LOCATED ABOUT 15.8 KM (9.8 MI)
 RJ1322'WEST OF SAULT STE MARIE
 RJ1322'11.1 KM (6.9 MI) NORTH OF BRIMLEY
 RJ1322'IN WHITEFISH BAY ON CHENE ISLAND TWP OF PARKE DISTRICT OF
 RJ1322'ALGOMA
 RJ1322'OWNERSHIP--CANADIAN MINISTRY OF NATURAL RESOURCES
 RJ1322'
 RJ1322'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1322'WEST FOR 1.0 KM (0.65 MI) ON RIDGE STREET,
 RJ1322'TURN LEFT AND GO SOUTH FOR 0.3 KM (0.2 MI) ON MERIDIAN STREET TO
 RJ1322'THE INTERSECTION OF MERIDIAN STREET AND SOUTH STREET,
 RJ1322'TURN RIGHT AND GO WEST FOR 1.0 KM (0.6 MI) ON A GRAVEL ROAD TO
 RJ1322'ASHMUN BAY BOAT LAUNCH. TRAVEL BY BOAT UPRIVER FOR 1.0 HOUR TO
 RJ1322'CHENE ISLAND IN WHITEFISH BAY AND THE STATION.
 RJ1322'
 RJ1322'THE STATION IS A STANDARD COE DISK
 RJ1322'STAMPED---BIP+220 1988---,
 RJ1322'SET INTO A 15 CM MONUMENT BOX. LOCATED
 RJ1322'58 M (190 FT) FROM THE WEST END OF THE ISLAND AND 9 M (29 FT) FROM
 RJ1322'THE SOUTHERN WATER EDGE.
 RJ1322'
 RJ1322'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 PJ0194 ***********************************************************************
 PJ0194  DESIGNATION -  CKWS TV MAST
 PJ0194  PID         -  PJ0194
 PJ0194  STATE/COUNTY-  ON/FRONTENAC
 PJ0194  COUNTRY     -  CANADA
 PJ0194  NTS MAPSHEET-  WOLFE ISLAND (2020)
 PJ0194
 PJ0194                         *CURRENT SURVEY CONTROL
 PJ0194  ______________________________________________________________________
 PJ0194* NAD 83(1996) POSITION- 44 09 58.42289(N) 076 25 28.68601(W)   ADJUSTED
 PJ0194  ______________________________________________________________________
 PJ0194  GEOID HEIGHT    -        -34.965 (meters)                     EGM08
 PJ0194  HORZ ORDER      -  THIRD
 PJ0194
 PJ0194.The positional and height information provided upon this datasheet are not
 PJ0194.officially recognized by the Government of Canada, provincial governments
 PJ0194.within Canada, nor are they intended to replace or substitute for them.
 PJ0194.The intent of sharing this data is to allow access to positions or heights
 PJ0194.recognized by the United States Government. Passive control that is used by
 PJ0194.both nations may share the same or similar designations or descriptions but
 PJ0194.do not share official positions or heights. The 'Station Description' may
 PJ0194.originate from a Canadian 'Station Report' and if so contains information
 PJ0194.licensed under the 'Open Government License - Canada'.
 PJ0194
 PJ0194.The horizontal coordinates were established by classical geodetic methods
 PJ0194.and adjusted by the National Geodetic Survey in January 1999.
 PJ0194
 PJ0194.Significant digits in the geoid height do not necessarily reflect accuracy.
 PJ0194
 PJ0194.Click photographs - Photos may exist for this station.
 PJ0194
 PJ0194. The following values were computed from the NAD 83(1996) position.
 PJ0194
 PJ0194;                    North         East     Units Scale Factor Converg.
 PJ0194;UTM  18      - 4,891,322.468   386,100.171   MT  0.99975955   -0 59 33.8
 PJ0194
 PJ0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP8610091322(NAD 83)
 PJ0194
 PJ0194                          SUPERSEDED SURVEY CONTROL
 PJ0194
 PJ0194  NAD 83(1986)-  44 09 58.42464(N)    076 25 28.68126(W) AD(       ) 3
 PJ0194
 PJ0194.Superseded values are not recommended for survey control.
 PJ0194
 PJ0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0194.See file dsdata.pdf to determine how the superseded data were derived.
 PJ0194
 PJ0194_MARKER: 42 = RADIO/TV MAST
 PJ0194
 PJ0194  HISTORY     - Date     Condition        Report By
 PJ0194  HISTORY     - 1985     FIRST OBSERVED   NOS
 PJ0194
 PJ0194                          STATION DESCRIPTION
 PJ0194
 PJ0194'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (MWJ)
 PJ0194'THE STATION IS LOCATED 4.0 MILES NORTHWEST OF THE FERRY
 PJ0194'LANDING AT ALEXANDRIA POINT ON WOLFE ISLAND, CANADA.
 PJ0194'
 PJ0194'TO REACH THE STATION FROM THE FERRY LANDING AT ALEXANDRIA
 PJ0194'POINT DRIVE NORTHWEST FOR 4.0 MILES TO THE AREA OF THE STATION.
 PJ0194'
 PJ0194'THE STATION INTERSECTED WAS THE HIGHEST VERTICAL POINT
 PJ0194'OF THE LIGHT ATOP THE LARGE SINGLE MAST.
 PJ0194'
 PJ0194'DESCRIBED BY M JOHNSON.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0744 ***********************************************************************
 RJ0744  DESIGNATION -  CLARE IBC 1944
 RJ0744  PID         -  RJ0744
 RJ0744  STATE/COUNTY-  ON/ALGOMA
 RJ0744  COUNTRY     -  CANADA
 RJ0744  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ0744
 RJ0744                         *CURRENT SURVEY CONTROL
 RJ0744  ______________________________________________________________________
 RJ0744* NAD 83(1986) POSITION- 46 30 25.45776(N) 084 05 49.13115(W)   ADJUSTED
 RJ0744* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0744  ______________________________________________________________________
 RJ0744  GEOID HEIGHT    -        -37.228 (meters)                     EGM08
 RJ0744  HORZ ORDER      -  THIRD
 RJ0744
 RJ0744.The positional and height information provided upon this datasheet are not
 RJ0744.officially recognized by the Government of Canada, provincial governments
 RJ0744.within Canada, nor are they intended to replace or substitute for them.
 RJ0744.The intent of sharing this data is to allow access to positions or heights
 RJ0744.recognized by the United States Government. Passive control that is used by
 RJ0744.both nations may share the same or similar designations or descriptions but
 RJ0744.do not share official positions or heights. The 'Station Description' may
 RJ0744.originate from a Canadian 'Station Report' and if so contains information
 RJ0744.licensed under the 'Open Government License - Canada'.
 RJ0744
 RJ0744.The horizontal coordinates were established by classical geodetic methods
 RJ0744.and adjusted by the National Geodetic Survey in July 1986.
 RJ0744
 RJ0744.The orthometric height was scaled from a topographic map.
 RJ0744
 RJ0744.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0744
 RJ0744.Click photographs - Photos may exist for this station.
 RJ0744
 RJ0744. The following values were computed from the NAD 83(1986) position.
 RJ0744
 RJ0744;                    North         East     Units Scale Factor Converg.
 RJ0744;UTM  16      - 5,154,484.118   722,720.353   MT  1.00020977   +2 06 24.8
 RJ0744
 RJ0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0744!UTM  16      -   0.99997824  x   1.00020977  =   1.00018801
 RJ0744
 RJ0744:                Primary Azimuth Mark                     Grid Az
 RJ0744:UTM  16      -  SOD                                      178 59 14.2
 RJ0744
 RJ0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2272054484(NAD 83)
 RJ0744
 RJ0744|---------------------------------------------------------------------|
 RJ0744| PID    Reference Object                     Distance      Geod. Az  |
 RJ0744|                                                           dddmmss.s |
 RJ0744| RJ0880 SOD                                 APPROX. 5.6 KM 1810539.0 |
 RJ0744| RJ0745 REF MON 23 IWC 1911                 245.221 METERS 33236     |
 RJ0744|---------------------------------------------------------------------|
 RJ0744
 RJ0744                          SUPERSEDED SURVEY CONTROL
 RJ0744
 RJ0744  NAD 27      -  46 30 25.37400(N)    084 05 49.03500(W) AD(       ) 3
 RJ0744
 RJ0744.Superseded values are not recommended for survey control.
 RJ0744
 RJ0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0744.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0744
 RJ0744_MARKER: H = DRILL HOLE
 RJ0744_SETTING: 80 = SET IN A BOULDER
 RJ0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0744+STABILITY: SURFACE MOTION
 RJ0744
 RJ0744  HISTORY     - Date     Condition        Report By
 RJ0744  HISTORY     - 1944     MONUMENTED       IBC
 RJ0744  HISTORY     - 1958     MARK NOT FOUND   IBC
 RJ0744
 RJ0744                          STATION DESCRIPTION
 RJ0744
 RJ0744'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RJ0744'ON THE W SIDE OF THE CENTER OF SAND ISLAND, IN NE PART OF LAKE
 RJ0744'GEORGE, WHTERE THE HIGHER GROUND AND TREES APPROACH THE SHORE.  THE
 RJ0744'SHORE HERE IS OPEN WITHOUT RUSHES OR BUSHES.  IT IS 804.54 FEET SW
 RJ0744'OF REFERENCE MONUMENT 23, ON A SAND RIDGE, 17 FEET FROM THE LAKE,
 RJ0744'AND 3 FEET ABOVE IT.  STATION 42 (U S L S) CAN BE SEEN THROUGH AN
 RJ0744'OPENING IN THE TREES.
 RJ0744'THE WATER AROUND THE POINT IS FULL OF LARGE ROCKS.  IT IS 25 FEET
 RJ0744'TO THE WATER S OF STATION AND 20 FEET E.  IT IS 10 FEET N OF THE
 RJ0744'LARGEST ROCK IN THE POINT AND JUST E OF A GROUP OF FOUR LARGE ROCKS.
 RJ0744'
 RJ0744'STATION MARK IS A 3/4-INCH DRILL HOLE 3/4 INCH DEEP IN A ROCK 2 BY
 RJ0744'2 FEET BY 2 FEET HIGH.
 RJ0744
 RJ0744                          STATION RECOVERY (1958)
 RJ0744
 RJ0744'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0744'SEARCHED FOR, BUT NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 OG1010 ***********************************************************************
 OG1010  DESIGNATION -  CLIFTON SUB
 OG1010  PID         -  OG1010
 OG1010  STATE/COUNTY-  ON/NIAGARA
 OG1010  COUNTRY     -  CANADA
 OG1010  NTS MAPSHEET-  NIAGARA (2020)
 OG1010
 OG1010                         *CURRENT SURVEY CONTROL
 OG1010  ______________________________________________________________________
 OG1010* NAD 83(1996) POSITION- 43 05 21.46558(N) 079 04 19.43516(W)   ADJUSTED
 OG1010* NAVD 88 ORTHO HEIGHT -   185.    (meters)      607.    (feet) SCALED
 OG1010  ______________________________________________________________________
 OG1010  GEOID HEIGHT    -        -36.339 (meters)                     EGM08
 OG1010  HORZ ORDER      -  THIRD
 OG1010
 OG1010.The positional and height information provided upon this datasheet are not
 OG1010.officially recognized by the Government of Canada, provincial governments
 OG1010.within Canada, nor are they intended to replace or substitute for them.
 OG1010.The intent of sharing this data is to allow access to positions or heights
 OG1010.recognized by the United States Government. Passive control that is used by
 OG1010.both nations may share the same or similar designations or descriptions but
 OG1010.do not share official positions or heights. The 'Station Description' may
 OG1010.originate from a Canadian 'Station Report' and if so contains information
 OG1010.licensed under the 'Open Government License - Canada'.
 OG1010
 OG1010.The horizontal coordinates were established by classical geodetic methods
 OG1010.and adjusted by the National Geodetic Survey in January 1999.
 OG1010
 OG1010.The orthometric height was scaled from a topographic map.
 OG1010
 OG1010.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG1010
 OG1010.Click photographs - Photos may exist for this station.
 OG1010
 OG1010. The following values were computed from the NAD 83(1996) position.
 OG1010
 OG1010;                    North         East     Units Scale Factor Converg.
 OG1010;UTM  17      - 4,772,534.903   656,917.050   MT  0.99990291   +1 19 02.3
 OG1010
 OG1010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG1010!UTM  17      -   0.99997671  x   0.99990291  =   0.99987962
 OG1010
 OG1010:                Primary Azimuth Mark                     Grid Az
 OG1010:UTM  17      -  STATE SUB IBC                            137 33 09.0
 OG1010
 OG1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5691772534(NAD 83)
 OG1010
 OG1010|---------------------------------------------------------------------|
 OG1010| PID    Reference Object                     Distance      Geod. Az  |
 OG1010|                                                           dddmmss.s |
 OG1010| OG1008 NF GEN BROCK HOTEL POLE             292.391 METERS 00910     |
 OG1010| OG0992 RAINBOW                             431.022 METERS 0870548.9 |
 OG1010| OG0907 NIAGARA FALLS UNIT OFF BLDG FP      APPROX. 0.9 KM 1173716.7 |
 OG1010| OG0977 NF NIAGARA HOTEL POLE IBC           APPROX. 1.0 KM 1191256.8 |
 OG1010| OG1004 STATE SUB IBC                       423.289 METERS 1385211.3 |
 OG1010| OG1005 REF MON 19 41 IWC                   467.955 METERS 1454055.4 |
 OG1010|---------------------------------------------------------------------|
 OG1010
 OG1010                          SUPERSEDED SURVEY CONTROL
 OG1010
 OG1010  NAD 83(1986)-  43 05 21.47149(N)    079 04 19.43292(W) AD(       ) 3
 OG1010  NAD 27      -  43 05 21.27032(N)    079 04 20.26881(W) AD(       ) 3
 OG1010
 OG1010.Superseded values are not recommended for survey control.
 OG1010
 OG1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG1010.See file dsdata.pdf to determine how the superseded data were derived.
 OG1010
 OG1010_MARKER: DD = SURVEY DISK
 OG1010_SETTING: 0 = UNSPECIFIED SETTING
 OG1010
 OG1010  HISTORY     - Date     Condition        Report By
 OG1010  HISTORY     - 1941     MONUMENTED       IBC
 OG1010  HISTORY     - 1971     GOOD             IBC
 OG1010
 OG1010                          STATION DESCRIPTION
 OG1010
 OG1010'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 OG1010'ON THE WEST SIDE OF NIAGARA RIVER IN THE CITY OF NIAGARA FALLS, ONT,
 OG1010'IN QUEEN VICTORIA PARK, ON THE TOP OF THE HIGH CLIFF OVERLOOKING THE
 OG1010'RIVER.  THE STATION IS ABOUT 1-1/2 FEET OUTSIDE THE STONE WALL ALONG
 OG1010'THE EAST SIDE OF THE PARK AND 40 FEET NORTH OF THE TOP OF THE
 OG1010'CLIFTON INCLINE TO THE---MAID OF THE MIST---DOCK.
 OG1010'
 OG1010'STATION MARK, AN IBC STANDARD BRONZE - DISK STATION MARK SET FLUSH
 OG1010'WITH THE SURFACE OF THE GROUND IN THE TOP OF A CYLINDER OF CONCRETE
 OG1010'8 INCHES IN DIAMETER AND 14 INCHES IN DEPTH.  THE SUBSURFACE MARK IS
 OG1010'A BRASS SCREW SET 15 INCHES UNDERGROUND IN THE TOP OF A CYLINDER OF
 OG1010'CONCRETE 8 INCHES IN DIAMETER AND 1 FOOT IN DEPTH.  THERE ARE TWO
 OG1010'REFERENCES.  NO 1 IS THE OUTSIDE EDGE OF THE CONCRETE BLOCK IN THE
 OG1010'TOP OF THE WALL AT THE TOP OF THE CLIFTON INCLINE.  NO 2 IS THE
 OG1010'OUTSIDE EDGE OF THE CONCRETE TOPPING ON THE STONE WALL AT THE NEAREST
 OG1010'POINT TO THE STATION.  DISTANCES TO THE REFERENCES ARE--STATION TO
 OG1010'NO 1 IS 38.8 FEET.  STATION TO NO 2 IS 1.74 FEET.
 OG1010
 OG1010                          STATION RECOVERY (1971)
 OG1010
 OG1010'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 OG1010'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 OG1010'IT IS 10 FEET NORTH OF A SMALL TICKET OFFICE FOR---MAID OF THE
 OG1010'MIST---AND 4 FEET WEST OF A STEEL, WITNESS POST WITH METAL SIGN
 OG1010'ATTACHED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1001 ***********************************************************************
 RJ1001  DESIGNATION -  CLUB IBC 1943
 RJ1001  PID         -  RJ1001
 RJ1001  STATE/COUNTY-  ON/ALGOMA
 RJ1001  COUNTRY     -  CANADA
 RJ1001  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ1001
 RJ1001                         *CURRENT SURVEY CONTROL
 RJ1001  ______________________________________________________________________
 RJ1001* NAD 83(1986) POSITION- 46 29 47.11388(N) 084 16 21.21937(W)   ADJUSTED
 RJ1001* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ1001  ______________________________________________________________________
 RJ1001  GEOID HEIGHT    -        -37.174 (meters)                     EGM08
 RJ1001  HORZ ORDER      -  THIRD
 RJ1001
 RJ1001.The positional and height information provided upon this datasheet are not
 RJ1001.officially recognized by the Government of Canada, provincial governments
 RJ1001.within Canada, nor are they intended to replace or substitute for them.
 RJ1001.The intent of sharing this data is to allow access to positions or heights
 RJ1001.recognized by the United States Government. Passive control that is used by
 RJ1001.both nations may share the same or similar designations or descriptions but
 RJ1001.do not share official positions or heights. The 'Station Description' may
 RJ1001.originate from a Canadian 'Station Report' and if so contains information
 RJ1001.licensed under the 'Open Government License - Canada'.
 RJ1001
 RJ1001.The horizontal coordinates were established by classical geodetic methods
 RJ1001.and adjusted by the National Geodetic Survey in July 1986.
 RJ1001
 RJ1001.The orthometric height was scaled from a topographic map.
 RJ1001
 RJ1001.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1001
 RJ1001.Click photographs - Photos may exist for this station.
 RJ1001
 RJ1001. The following values were computed from the NAD 83(1986) position.
 RJ1001
 RJ1001;                    North         East     Units Scale Factor Converg.
 RJ1001;UTM  16      - 5,152,820.142   709,291.247   MT  1.00013845   +1 58 44.4
 RJ1001
 RJ1001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1001!UTM  16      -   0.99997824  x   1.00013845  =   1.00011669
 RJ1001
 RJ1001:                Primary Azimuth Mark                     Grid Az
 RJ1001:UTM  16      -  WESLEY                                   257 37 51.2
 RJ1001
 RJ1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0929152820(NAD 83)
 RJ1001
 RJ1001|---------------------------------------------------------------------|
 RJ1001| PID    Reference Object                     Distance      Geod. Az  |
 RJ1001|                                                           dddmmss.s |
 RJ1001| RJ1000 OAK                                 262.274 METERS 07318     |
 RJ1001| RJ1002 WATERS                              293.436 METERS 18024     |
 RJ1001| RJ1005 REF MON 33 ECC                      481.218 METERS 1822437.5 |
 RJ1001| RJ1014 COAST GUARD LOOKOUT NO 3            APPROX. 2.5 KM 2390446.6 |
 RJ1001| RJ1024 WESLEY                              405.903 METERS 2593635.6 |
 RJ1001| RJ1004 SAULT STE MARIE GOLF CLUB FLAG       19.696 METERS 33656     |
 RJ1001|---------------------------------------------------------------------|
 RJ1001
 RJ1001                          SUPERSEDED SURVEY CONTROL
 RJ1001
 RJ1001  NAD 27      -  46 29 47.03900(N)    084 16 21.08300(W) AD(       ) 3
 RJ1001
 RJ1001.Superseded values are not recommended for survey control.
 RJ1001
 RJ1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1001.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1001
 RJ1001_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ1001_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ1001+WITH SETTING: PAVEMENT
 RJ1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1001+STABILITY: SURFACE MOTION
 RJ1001
 RJ1001  HISTORY     - Date     Condition        Report By
 RJ1001  HISTORY     - 1943     MONUMENTED       IBC
 RJ1001  HISTORY     - 1958     GOOD             IBC
 RJ1001
 RJ1001                          STATION DESCRIPTION
 RJ1001
 RJ1001'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ1001'IN FRONT OF SAULT STE MARIE, ONTARIO, GOLF CLUB HOUSE, ON FILL
 RJ1001'LEADING OUT TO SMALL DOCK.  IT IS ON W SIDE OF ROADWAY, 3 FEET
 RJ1001'FROM LOOSELY PILED ROCK AT SIDE OF UNUSED ROADWAY, 139.5 UNUSED
 RJ1001'FEET FROM SW CORNER OF CADDIE HOUSE.  CLUB FLAGPOLE IS 64.75 FEET
 RJ1001'FROM BOTTOM OF HIGH BANK.
 RJ1001'
 RJ1001'STATION MARK IS A STANDARD I B C BRONZE DISK CEMENTED IN A DRILL HOLE
 RJ1001'IN ROCK 9 BY 16 BY 6 INCHES DEEP SET FLUSH WITH GROUND.  SUBSURFACE
 RJ1001'MARK IS A PIECE OF NO 8 COPPER WIRE SET IN CYLINDER OF CONCRETE
 RJ1001'7 INCHES IN DIAMETER AND 10 INCHES LONG SET 6 INCHES INDERGROUND.
 RJ1001
 RJ1001                          STATION RECOVERY (1958)
 RJ1001
 RJ1001'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ1001'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DO5128 ***********************************************************************
 DO5128  CORS        -  This is a GPS Continuously Operating Reference Station.
 DO5128  DESIGNATION -  COBOURG CORS ARP
 DO5128  CORS_ID     -  CBRG
 DO5128  PID         -  DO5128
 DO5128  STATE/COUNTY-  ON/NORTHUMBERLAND
 DO5128  COUNTRY     -  CANADA
 DO5128  NTS MAPSHEET-  PORT HOPE (2020)
 DO5128
 DO5128                         *CURRENT SURVEY CONTROL
 DO5128  ______________________________________________________________________
 DO5128* NAD 83(2011) POSITION- 43 57 23.25806(N) 078 09 51.76859(W)   ADJUSTED
 DO5128* NAD 83(2011) ELLIP HT-    43.632 (meters)        (06/??/19)   ADJUSTED
 DO5128* NAD 83(2011) EPOCH   -  2010.00
 DO5128  ______________________________________________________________________
 DO5128  GEOID HEIGHT    -        -36.846 (meters)                     EGM08
 DO5128  NAD 83(2011) X  -    943,248.587 (meters)                     COMP
 DO5128  NAD 83(2011) Y  - -4,501,095.421 (meters)                     COMP
 DO5128  NAD 83(2011) Z  -  4,404,640.639 (meters)                     COMP
 DO5128
 DO5128  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO5128  Standards:
 DO5128         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO5128            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO5128  -------------------------------------------------------------------
 DO5128  NETWORK    0.18   0.35           0.05   0.08   0.18     -0.17324800
 DO5128  -------------------------------------------------------------------
 DO5128
 DO5128.The positional and height information provided upon this datasheet are not
 DO5128.officially recognized by the Government of Canada, provincial governments
 DO5128.within Canada, nor are they intended to replace or substitute for them.
 DO5128.The intent of sharing this data is to allow access to positions or heights
 DO5128.recognized by the United States Government. Passive control that is used by
 DO5128.both nations may share the same or similar designations or descriptions but
 DO5128.do not share official positions or heights. The 'Station Description' may
 DO5128.originate from a Canadian 'Station Report' and if so contains information
 DO5128.licensed under the 'Open Government License - Canada'.
 DO5128
 DO5128.The coordinates were established by GPS observations
 DO5128.and adjusted by the National Geodetic Survey in June 2019.
 DO5128
 DO5128.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO5128.been affixed to the stable North American Tectonic Plate. 
 DO5128
 DO5128.The coordinates are valid at the epoch date displayed above
 DO5128.which is a decimal equivalence of Year/Month/Day.
 DO5128
 DO5128.Due to the release of the International GNSS Service (IGS) 2014
 DO5128.realization of the International Terrestrial Reference Frame of 2014
 DO5128.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DO5128.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DO5128.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DO5128.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DO5128.currently published epoch of 2010.00.
 DO5128
 DO5128.Additional information on MYCS2 is available at
 DO5128.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DO5128
 DO5128.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5128
 DO5128.The PID for the CORS L1 Phase Center is DO5129.
 DO5128
 DO5128.Click photographs - Photos may exist for this station.
 DO5128
 DO5128.The XYZ, and position/ellipsoidal ht. are equivalent.
 DO5128
 DO5128.The ellipsoidal height was determined by GPS observations
 DO5128.and is referenced to NAD 83.
 DO5128
 DO5128. The following values were computed from the NAD 83(2011) position.
 DO5128
 DO5128;                    North         East     Units Scale Factor Converg.
 DO5128;UTM  17      - 4,870,946.453   727,513.001   MT  1.00023668   +1 58 08.7
 DO5128
 DO5128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO5128!UTM  17      -   0.99999316  x   1.00023668  =   1.00022984
 DO5128
 DO5128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQJ2751370946(NAD 83)
 DO5128
 DO5128                          SUPERSEDED SURVEY CONTROL
 DO5128
 DO5128  NAD 83(2011)-  43 57 23.25830(N)    078 09 51.76854(W) AD(2010.00) c
 DO5128  ELLIP H (02/??/13)   43.630  (m)                       GP(2010.00) c c
 DO5128
 DO5128.Superseded values are not recommended for survey control.
 DO5128
 DO5128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO5128.See file dsdata.pdf to determine how the superseded data were derived.
 DO5128
 DO5128_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DO5128
 DO5128                          STATION DESCRIPTION
 DO5128
 DO5128'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DO5128'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DO5128'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DO5128'ACCESSIBLE AT THE WORLDWIDE WEB.
 DO5128'https://geodesy.noaa.gov/CORS/data.shtml
 DO5128'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DO5130 ***********************************************************************
 DO5130  CORS        -  This is a GPS Continuously Operating Reference Station.
 DO5130  DESIGNATION -  COBOURG CORS GRP
 DO5130  CORS_ID     -  CBRG
 DO5130  PID         -  DO5130
 DO5130  STATE/COUNTY-  ON/NORTHUMBERLAND
 DO5130  COUNTRY     -  CANADA
 DO5130  NTS MAPSHEET-  PORT HOPE (2020)
 DO5130
 DO5130                         *CURRENT SURVEY CONTROL
 DO5130  ______________________________________________________________________
 DO5130* NAD 83(2011) POSITION- 43 57 23.25806(N) 078 09 51.76859(W)   ADJUSTED
 DO5130* NAD 83(2011) ELLIP HT-    43.582 (meters)        (06/??/19)   ADJUSTED
 DO5130* NAD 83(2011) EPOCH   -  2010.00
 DO5130  ______________________________________________________________________
 DO5130  GEOID HEIGHT    -        -36.846 (meters)                     EGM08
 DO5130  NAD 83(2011) X  -    943,248.580 (meters)                     COMP
 DO5130  NAD 83(2011) Y  - -4,501,095.386 (meters)                     COMP
 DO5130  NAD 83(2011) Z  -  4,404,640.604 (meters)                     COMP
 DO5130
 DO5130  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO5130  Standards:
 DO5130         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO5130            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO5130  -------------------------------------------------------------------
 DO5130  NETWORK    0.18   0.35           0.05   0.08   0.18     -0.17324800
 DO5130  -------------------------------------------------------------------
 DO5130
 DO5130.The positional and height information provided upon this datasheet are not
 DO5130.officially recognized by the Government of Canada, provincial governments
 DO5130.within Canada, nor are they intended to replace or substitute for them.
 DO5130.The intent of sharing this data is to allow access to positions or heights
 DO5130.recognized by the United States Government. Passive control that is used by
 DO5130.both nations may share the same or similar designations or descriptions but
 DO5130.do not share official positions or heights. The 'Station Description' may
 DO5130.originate from a Canadian 'Station Report' and if so contains information
 DO5130.licensed under the 'Open Government License - Canada'.
 DO5130
 DO5130.The horizontal coordinates were established by GPS observations
 DO5130.and adjusted by the National Geodetic Survey in June 2019.
 DO5130
 DO5130.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO5130.been affixed to the stable North American Tectonic Plate. 
 DO5130
 DO5130.The horizontal coordinates are valid at the epoch date displayed above
 DO5130.which is a decimal equivalence of Year/Month/Day.
 DO5130
 DO5130.Due to the release of the International GNSS Service (IGS) 2014
 DO5130.realization of the International Terrestrial Reference Frame of 2014
 DO5130.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DO5130.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DO5130.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DO5130.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DO5130.currently published epoch of 2010.00.
 DO5130
 DO5130.Additional information on MYCS2 is available at
 DO5130.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DO5130
 DO5130.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5130
 DO5130.Click photographs - Photos may exist for this station.
 DO5130
 DO5130.The XYZ, and position/ellipsoidal ht. are equivalent.
 DO5130
 DO5130.The ellipsoidal height was determined by GPS observations
 DO5130.and is referenced to NAD 83.
 DO5130
 DO5130. The following values were computed from the NAD 83(2011) position.
 DO5130
 DO5130;                    North         East     Units Scale Factor Converg.
 DO5130;UTM  17      - 4,870,946.453   727,513.001   MT  1.00023668   +1 58 08.7
 DO5130
 DO5130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO5130!UTM  17      -   0.99999317  x   1.00023668  =   1.00022984
 DO5130
 DO5130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQJ2751370946(NAD 83)
 DO5130
 DO5130                          SUPERSEDED SURVEY CONTROL
 DO5130
 DO5130  NAD 83(2011)-  43 57 23.25830(N)    078 09 51.76854(W) AD(2010.00) A
 DO5130  ELLIP H (02/??/13)   43.580  (m)                       GP(2010.00) 4 1
 DO5130
 DO5130.Superseded values are not recommended for survey control.
 DO5130
 DO5130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO5130.See file dsdata.pdf to determine how the superseded data were derived.
 DO5130
 DO5130_STAMPING: UNKNOWN
 DO5130
 DO5130                          STATION DESCRIPTION
 DO5130
 DO5130'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'CBRG'
 DO5130'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DO5130'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DO5130'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DO5130'   https://geodesy.noaa.gov/corsdata/coord/coord_14
 DO5130'   https://geodesy.noaa.gov/corsdata/station_log
 DO5130'   https://geodesy.noaa.gov/CORS
 DO5130'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 QJ0208 ***********************************************************************
 QJ0208  DESIGNATION -  COCKBURN N BASE
 QJ0208  PID         -  QJ0208
 QJ0208  STATE/COUNTY-  ON/MANITOULIN
 QJ0208  COUNTRY     -  CANADA
 QJ0208  NTS MAPSHEET-  MELDRUM BAY (2020)
 QJ0208
 QJ0208                         *CURRENT SURVEY CONTROL
 QJ0208  ______________________________________________________________________
 QJ0208* NAD 83(1986) POSITION- 45 57 02.10321(N) 083 26 21.38482(W)   ADJUSTED
 QJ0208* NAVD 88 ORTHO HEIGHT -   182.    (meters)      597.    (feet) SCALED
 QJ0208  ______________________________________________________________________
 QJ0208  GEOID HEIGHT    -        -37.715 (meters)                     EGM08
 QJ0208  HORZ ORDER      -  THIRD
 QJ0208
 QJ0208.The positional and height information provided upon this datasheet are not
 QJ0208.officially recognized by the Government of Canada, provincial governments
 QJ0208.within Canada, nor are they intended to replace or substitute for them.
 QJ0208.The intent of sharing this data is to allow access to positions or heights
 QJ0208.recognized by the United States Government. Passive control that is used by
 QJ0208.both nations may share the same or similar designations or descriptions but
 QJ0208.do not share official positions or heights. The 'Station Description' may
 QJ0208.originate from a Canadian 'Station Report' and if so contains information
 QJ0208.licensed under the 'Open Government License - Canada'.
 QJ0208
 QJ0208.The horizontal coordinates were established by classical geodetic methods
 QJ0208.and adjusted by the National Geodetic Survey in July 1986.
 QJ0208
 QJ0208.The orthometric height was scaled from a topographic map.
 QJ0208
 QJ0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0208
 QJ0208.Click photographs - Photos may exist for this station.
 QJ0208
 QJ0208. The following values were computed from the NAD 83(1986) position.
 QJ0208
 QJ0208;                    North         East     Units Scale Factor Converg.
 QJ0208;UTM  17      - 5,091,450.258   310,955.153   MT  1.00003936   -1 45 13.4
 QJ0208
 QJ0208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0208!UTM  17      -   0.99997739  x   1.00003936  =   1.00001674
 QJ0208
 QJ0208:                Primary Azimuth Mark                     Grid Az
 QJ0208:UTM  17      -  COCKBURN S B IBC 1944                    208 47 52.7
 QJ0208
 QJ0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL1095591450(NAD 83)
 QJ0208
 QJ0208|---------------------------------------------------------------------|
 QJ0208| PID    Reference Object                     Distance      Geod. Az  |
 QJ0208|                                                           dddmmss.s |
 QJ0208| CH1007 COCKBURN N BASE RM 1                 11.960 METERS 07526     |
 QJ0208| CH1008 COCKBURN N BASE RM 2                  8.525 METERS 15631     |
 QJ0208| CH1009 COCKBURN N BASE RM 3                 18.757 METERS 19706     |
 QJ0208| QJ0209 COCKBURN S B IBC 1944               APPROX. 0.9 KM 2070239.3 |
 QJ0208|---------------------------------------------------------------------|
 QJ0208
 QJ0208                          SUPERSEDED SURVEY CONTROL
 QJ0208
 QJ0208  NAD 27      -  45 57 02.02200(N)    083 26 21.39900(W) AD(       ) 3
 QJ0208
 QJ0208.Superseded values are not recommended for survey control.
 QJ0208
 QJ0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0208.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0208
 QJ0208_MARKER: DH = HORIZONTAL CONTROL DISK
 QJ0208_SETTING: 80 = SET IN A BOULDER
 QJ0208
 QJ0208  HISTORY     - Date     Condition        Report By
 QJ0208  HISTORY     - 1944     MONUMENTED       IBC
 QJ0208
 QJ0208                          STATION DESCRIPTION
 QJ0208
 QJ0208'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 QJ0208'ON THE W SIDE OF COCKBURN ISLAND, ON THE POINT S OF THE INDIAN
 QJ0208'VILLAGE, AND BETWEEN THE TWO BRANCHES OF THE LARGE BAY ON THE E SIDE
 QJ0208'OF FALSE DETOUR CHANNEL.  IT IS ABOUT 200 FEET S OF THE EXTREME
 QJ0208'END OF THIS POINT AND ACROSS A TINY BAY FROM THIS POINT.  IT IS
 QJ0208'ABOUT 25 FEET OUTSIDE THE TREE LINE AND TWICE THIS DISTANCE FROM
 QJ0208'THE WATER.
 QJ0208'
 QJ0208'STATION MARK IS A STANDARD BRONZE I B C DISK SET IN A DRILL HOLE
 QJ0208'IN A SOLID ROCK 2 BY 3 FEET BY 2 FEET HIGH ON THE BEACH.
 QJ0208'
 QJ0208'REFERENCE MARKS ARE DRILL HOLES IN ROCKS.  REFERENCE MARK 1 IS N
 QJ0208'OF THE STATION, IN A ROCK NEARLY FLUSH WITH THE GROUND, AT THE EDGE
 QJ0208'OF THE TREES.
 QJ0208'
 QJ0208'REFERENCE MARK 2 IS E OF THE STATION, IN A ROCK NEARLY FLUSH WITH
 QJ0208'THE GROUND, AT THE EDGE OF THE TREES.
 QJ0208'
 QJ0208'REFERENCE MARK 3 IS IN LEDGE ROCK S OF THE STATION.  THIS LEDGE IS
 QJ0208'ABOUT ON A LEVEL WITH THE TREES AND 10 FEET OUTSIDE THE TREE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 QJ0209 ***********************************************************************
 QJ0209  DESIGNATION -  COCKBURN S B IBC 1944
 QJ0209  PID         -  QJ0209
 QJ0209  STATE/COUNTY-  ON/MANITOULIN
 QJ0209  COUNTRY     -  CANADA
 QJ0209  NTS MAPSHEET-  MELDRUM BAY (2020)
 QJ0209
 QJ0209                         *CURRENT SURVEY CONTROL
 QJ0209  ______________________________________________________________________
 QJ0209* NAD 83(1986) POSITION- 45 56 34.88737(N) 083 26 41.29971(W)   ADJUSTED
 QJ0209* NAVD 88 ORTHO HEIGHT -   182.    (meters)      597.    (feet) SCALED
 QJ0209  ______________________________________________________________________
 QJ0209  GEOID HEIGHT    -        -37.713 (meters)                     EGM08
 QJ0209  HORZ ORDER      -  THIRD
 QJ0209
 QJ0209.The positional and height information provided upon this datasheet are not
 QJ0209.officially recognized by the Government of Canada, provincial governments
 QJ0209.within Canada, nor are they intended to replace or substitute for them.
 QJ0209.The intent of sharing this data is to allow access to positions or heights
 QJ0209.recognized by the United States Government. Passive control that is used by
 QJ0209.both nations may share the same or similar designations or descriptions but
 QJ0209.do not share official positions or heights. The 'Station Description' may
 QJ0209.originate from a Canadian 'Station Report' and if so contains information
 QJ0209.licensed under the 'Open Government License - Canada'.
 QJ0209
 QJ0209.The horizontal coordinates were established by classical geodetic methods
 QJ0209.and adjusted by the National Geodetic Survey in July 1986.
 QJ0209
 QJ0209.The orthometric height was scaled from a topographic map.
 QJ0209
 QJ0209.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0209
 QJ0209.Click photographs - Photos may exist for this station.
 QJ0209
 QJ0209. The following values were computed from the NAD 83(1986) position.
 QJ0209
 QJ0209;                    North         East     Units Scale Factor Converg.
 QJ0209;UTM  17      - 5,090,623.469   310,500.662   MT  1.00004148   -1 45 26.9
 QJ0209
 QJ0209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0209!UTM  17      -   0.99997739  x   1.00004148  =   1.00001886
 QJ0209
 QJ0209:                Primary Azimuth Mark                     Grid Az
 QJ0209:UTM  17      -  FALSE ECC                                280 22 09.5
 QJ0209
 QJ0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL1050090623(NAD 83)
 QJ0209
 QJ0209|---------------------------------------------------------------------|
 QJ0209| PID    Reference Object                     Distance      Geod. Az  |
 QJ0209|                                                           dddmmss.s |
 QJ0209| QJ0216 FALSE ECC                           APPROX. 4.2 KM 2783642.6 |
 QJ0209|---------------------------------------------------------------------|
 QJ0209
 QJ0209                          SUPERSEDED SURVEY CONTROL
 QJ0209
 QJ0209  NAD 27      -  45 56 34.80600(N)    083 26 41.31500(W) AD(       ) 3
 QJ0209
 QJ0209.Superseded values are not recommended for survey control.
 QJ0209
 QJ0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0209.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0209
 QJ0209_MARKER: DH = HORIZONTAL CONTROL DISK
 QJ0209_SETTING: 80 = SET IN A BOULDER
 QJ0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0209+STABILITY: SURFACE MOTION
 QJ0209
 QJ0209  HISTORY     - Date     Condition        Report By
 QJ0209  HISTORY     - 1944     MONUMENTED       IBC
 QJ0209
 QJ0209                          STATION DESCRIPTION
 QJ0209
 QJ0209'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 QJ0209'ON THE W SIDE OF COCKBURN ISLAND, AT ABOUT THE CENTER OF FALSE DETOUR
 QJ0209'CHANNEL.  AT THE EXTREME SE CORNER OF THE S BRANCH OF THE LARGE BAY
 QJ0209'ON THE W SIDE OF THE ISLAND, BELOW THE INDIAN VILLAGE.  A ROW OF
 QJ0209'BUSHES AND SMALL TREES EXTENDS ALONG THE BEACH 8 FEET OUTSIDE THE
 QJ0209'TREE LINE AND THE STATION IS IN THE OPEN SPACE BETWEEN THE TWO.  IT
 QJ0209'IS JUST OUTSIDE THE TREE LINE ND 30 FEET FROM THE WATER.
 QJ0209'
 QJ0209'STATION MARK IS A STANDARD BRONZE I B C DISK SET IN A DRILL HOLE IN
 QJ0209'A ROCK 1 BY 2 FEET BY 8 INCHES ABOVE THE GROUND.
 QJ0209'
 QJ0209'REFERENCE MARK 1 IS A DRILL HOLE IN A RED ROCK 2 BY 2 FEET BY 6
 QJ0209'INCHES HIGH NE OF THE STATION, JUST OUTSIDE THE TREE LINE, AND
 QJ0209'58.87 FEET DISTANT.
 QJ0209'
 QJ0209'REFERENCE MARK 2 IS A BRASS RIVET WITH THE SMALL END PROJECTING
 QJ0209'FROM A CONCRETE BLOCK 7 INCHES IN DIAMETER AND 10 INCHES LONG SET
 QJ0209'WITH THE TOP 8 INCHES OUT OF THE GROUND IN A LARGE CAIRN.  IT IS S
 QJ0209'OF AND SOMEWHAT DOWNSTREAM FROM THE STATION AND ABOUT 25 FEET INSIDE
 QJ0209'THE TREE LINE.  IT IS 29.17 FEET FROM STATION.
 QJ0209'
 QJ0209'REFERENCE MARK 3 IS A DRILL HOLE IN A ROCK 1 BY 1 FOOT BY 8 INCHES
 QJ0209'HIGH, SW OF THE STATION, AND 4 FEET OUTSIDE THE TREE LINE.  IT IS
 QJ0209'30.57 FEET FROM THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0779 ***********************************************************************
 TC0779  DESIGNATION -  COLSON
 TC0779  PID         -  TC0779
 TC0779  STATE/COUNTY-  ON/KENORA
 TC0779  COUNTRY     -  CANADA
 TC0779  NTS MAPSHEET-  BERRY POINT (2020)
 TC0779
 TC0779                         *CURRENT SURVEY CONTROL
 TC0779  ______________________________________________________________________
 TC0779* NAD 83(1996) POSITION- 49 21 33.03526(N) 095 02 41.92850(W)   ADJUSTED
 TC0779* NAVD 88 ORTHO HEIGHT -   333.1   (meters)     1093.    (feet) VERTCON
 TC0779  ______________________________________________________________________
 TC0779  GEOID HEIGHT    -        -29.456 (meters)                     EGM08
 TC0779  HORZ ORDER      -  SECOND
 TC0779
 TC0779.The positional and height information provided upon this datasheet are not
 TC0779.officially recognized by the Government of Canada, provincial governments
 TC0779.within Canada, nor are they intended to replace or substitute for them.
 TC0779.The intent of sharing this data is to allow access to positions or heights
 TC0779.recognized by the United States Government. Passive control that is used by
 TC0779.both nations may share the same or similar designations or descriptions but
 TC0779.do not share official positions or heights. The 'Station Description' may
 TC0779.originate from a Canadian 'Station Report' and if so contains information
 TC0779.licensed under the 'Open Government License - Canada'.
 TC0779
 TC0779.The horizontal coordinates were established by classical geodetic methods
 TC0779.and adjusted by the National Geodetic Survey in March 1999.
 TC0779
 TC0779.The NAVD 88 height was computed by applying the VERTCON shift value to
 TC0779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TC0779
 TC0779.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0779
 TC0779.Click photographs - Photos may exist for this station.
 TC0779
 TC0779. The following values were computed from the NAD 83(1996) position.
 TC0779
 TC0779;                    North         East     Units Scale Factor Converg.
 TC0779;UTM  15      - 5,469,396.176   351,508.226   MT  0.99987086   -1 33 07.3
 TC0779
 TC0779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0779!UTM  15      -   0.99995242  x   0.99987086  =   0.99982328
 TC0779
 TC0779:                Primary Azimuth Mark                     Grid Az
 TC0779:UTM  15      -  WALTER                                   194 59 06.7
 TC0779
 TC0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ5150869396(NAD 83)
 TC0779
 TC0779|---------------------------------------------------------------------|
 TC0779| PID    Reference Object                     Distance      Geod. Az  |
 TC0779|                                                           dddmmss.s |
 TC0779| TC1261 BOUCHER ISLAND GUYED MAST           APPROX. 1.4 KM 0540528.1 |
 TC0779| TC1275 WIND CHARGER TOWER                  APPROX. 6.2 KM 0820135.7 |
 TC0779| TC0778 BOUNDARY REF MON 11                 294.904 METERS 08255     |
 TC0779| TC0780 WALTER                              APPROX. 1.3 KM 1932559.4 |
 TC0779| TC1272 UNNAMED ONTARIO NATURAL RES         APPROX. 3.3 KM 2702934.6 |
 TC0779|---------------------------------------------------------------------|
 TC0779
 TC0779                          SUPERSEDED SURVEY CONTROL
 TC0779
 TC0779  NAD 83(1986)-  49 21 33.01274(N)    095 02 41.85392(W) AD(       ) 2
 TC0779  NAD 27      -  49 21 33.02431(N)    095 02 40.99687(W) AD(       ) 2
 TC0779  NGVD 29 (07/19/86)  332.7    (m)         1092.     (f) VERT ANG       
 TC0779
 TC0779.Superseded values are not recommended for survey control.
 TC0779
 TC0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0779.See file dsdata.pdf to determine how the superseded data were derived.
 TC0779
 TC0779_MARKER: H = DRILL HOLE
 TC0779_SETTING: 66 = SET IN ROCK OUTCROP
 TC0779_MAGNETIC: N = NO MAGNETIC MATERIAL
 TC0779_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TC0779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TC0779+SATELLITE: SATELLITE OBSERVATIONS - March 07, 1989
 TC0779
 TC0779  HISTORY     - Date     Condition        Report By
 TC0779  HISTORY     - 1980     MONUMENTED       IBC
 TC0779  HISTORY     - 19890307 GOOD             NGS
 TC0779
 TC0779                          STATION DESCRIPTION
 TC0779
 TC0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 TC0779'STATION IS LOCATED ON LEDGE ROCK IN THE WEST CENTRAL PART OF LITTLE MC
 TC0779'COY ISLAND IN THE NORTHWEST ANGLE INLET, SOUTH OF BOUCHER ISLAND.
 TC0779'THE STATION IS A 2.0 CM DIAMETER DRILL HOLE 7.0 CM DEEP, LOCATED ON
 TC0779'THE SOUTH SIDE OF AN EAST-WEST NATURAL CLEARING, 5.72 M (18.8 FT)
 TC0779'NORTHWEST OF A 25 CM STUNTED JACK PINE WITH A FLAT TOP, 6.58 M
 TC0779'(21.6 FT) SOUTH-SOUTHEAST OF A 1.8 CM DIAMETER IRON ROD CEMENTED INTO
 TC0779'THE ROCK WHICH PROJECTS 70 CM.  LOCAL RESIDENTS CURRENTLY USE THIS
 TC0779'ISLAND FOR PARTIES, SO ANY DISK SET AT THIS TIME WOULD LIKELY BE
 TC0779'SUBJECT TO VANDALISM.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0879 ***********************************************************************
 TC0879  DESIGNATION -  COLT
 TC0879  PID         -  TC0879
 TC0879  STATE/COUNTY-  ON/RAINY RIVER
 TC0879  COUNTRY     -  CANADA
 TC0879  NTS MAPSHEET-  PINEWOOD (2020)
 TC0879
 TC0879                         *CURRENT SURVEY CONTROL
 TC0879  ______________________________________________________________________
 TC0879* NAD 83(1996) POSITION- 48 38 39.37562(N) 094 02 52.94963(W)   ADJUSTED
 TC0879* NAVD 88 ORTHO HEIGHT -   329.    (meters)     1079.    (feet) SCALED
 TC0879  ______________________________________________________________________
 TC0879  GEOID HEIGHT    -        -29.599 (meters)                     EGM08
 TC0879  HORZ ORDER      -  THIRD
 TC0879
 TC0879.The positional and height information provided upon this datasheet are not
 TC0879.officially recognized by the Government of Canada, provincial governments
 TC0879.within Canada, nor are they intended to replace or substitute for them.
 TC0879.The intent of sharing this data is to allow access to positions or heights
 TC0879.recognized by the United States Government. Passive control that is used by
 TC0879.both nations may share the same or similar designations or descriptions but
 TC0879.do not share official positions or heights. The 'Station Description' may
 TC0879.originate from a Canadian 'Station Report' and if so contains information
 TC0879.licensed under the 'Open Government License - Canada'.
 TC0879
 TC0879.The horizontal coordinates were established by classical geodetic methods
 TC0879.and adjusted by the National Geodetic Survey in March 1999.
 TC0879
 TC0879.The orthometric height was scaled from a topographic map.
 TC0879
 TC0879.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0879
 TC0879.Click photographs - Photos may exist for this station.
 TC0879
 TC0879. The following values were computed from the NAD 83(1996) position.
 TC0879
 TC0879;                    North         East     Units Scale Factor Converg.
 TC0879;UTM  15      - 5,388,442.319   422,799.715   MT  0.99967322   -0 47 12.2
 TC0879
 TC0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0879!UTM  15      -   0.99995302  x   0.99967322  =   0.99962626
 TC0879
 TC0879:                Primary Azimuth Mark                     Grid Az
 TC0879:UTM  15      -  OGREN                                    123 16 30.8
 TC0879
 TC0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP2279988442(NAD 83)
 TC0879
 TC0879|---------------------------------------------------------------------|
 TC0879| PID    Reference Object                     Distance      Geod. Az  |
 TC0879|                                                           dddmmss.s |
 TC0879| TC1200 ROD                                 236.844 METERS 07546     |
 TC0879| TC0975 OGREN                               457.941 METERS 1222918.6 |
 TC0879| TC0908 FRAME                               122.170 METERS 17741     |
 TC0879| TC0855 BURR                                294.836 METERS 25053     |
 TC0879| TC0864 CAT                                 363.317 METERS 25225     |
 TC0879|---------------------------------------------------------------------|
 TC0879
 TC0879                          SUPERSEDED SURVEY CONTROL
 TC0879
 TC0879  NAD 83(1986)-  48 38 39.36158(N)    094 02 52.94596(W) AD(       ) 3
 TC0879
 TC0879.Superseded values are not recommended for survey control.
 TC0879
 TC0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0879.See file dsdata.pdf to determine how the superseded data were derived.
 TC0879
 TC0879_MARKER: DD = SURVEY DISK
 TC0879_SETTING: 80 = SET IN A BOULDER
 TC0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0879+STABILITY: SURFACE MOTION
 TC0879
 TC0879  HISTORY     - Date     Condition        Report By
 TC0879  HISTORY     - 1918     MONUMENTED       IBC
 TC0879  HISTORY     - 1937     GOOD             IBC
 TC0879  HISTORY     - 1947     GOOD             IBC
 TC0879  HISTORY     - 1957     GOOD             IBC
 TC0879  HISTORY     - 1968     GOOD             IBC
 TC0879
 TC0879                          STATION DESCRIPTION
 TC0879
 TC0879'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1918 (JH)
 TC0879'ON THE NORTH BANK OF RAINY RIVER, ABOUT ONE - HALF MILE EAST OF THE
 TC0879'HEAD OF LONG SAULT RAPIDS AND ON THE FIRST POINT ABOVE THE RAPIDS.
 TC0879'THE STATION IS BELOW A ROCKY BLUFF, ABOUT 2 METERS ABOVE AND 9 METERS
 TC0879'BACK FROM THE RIVERS EDGE.
 TC0879'
 TC0879'STATION MARK--A BRONZE DISK CEMENTED IN A ROUND - TOPPED ROCK, MARKING
 TC0879'TRIANGULATION STATION---COLT,---IS 4.78 METERS SOUTHEAST FROM MONUMENT
 TC0879'157.
 TC0879
 TC0879                          STATION RECOVERY (1937)
 TC0879
 TC0879'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1937
 TC0879'RECOVERED IN GOOD CONDITION.
 TC0879
 TC0879                          STATION RECOVERY (1947)
 TC0879
 TC0879'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1947
 TC0879'RECOVERED IN GOOD CONDITION.
 TC0879
 TC0879                          STATION RECOVERY (1957)
 TC0879
 TC0879'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957
 TC0879'RECOVERED IN GOOD CONDITION.
 TC0879
 TC0879                          STATION RECOVERY (1968)
 TC0879
 TC0879'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1968 (HGD)
 TC0879'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DR8775 ***********************************************************************
 DR8775  DESIGNATION -  CORNWALL CAC ARP
 DR8775  PID         -  DR8775
 DR8775  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 DR8775  COUNTRY     -  CANADA
 DR8775  NTS MAPSHEET-  CORNWALL (2020)
 DR8775
 DR8775                         *CURRENT SURVEY CONTROL
 DR8775  ______________________________________________________________________
 DR8775* NAD 83(1986) POSITION- 45 00 32.65   (N) 074 47 16.24   (W)   HD_HELD1
 DR8775* NAVD 88 ORTHO HEIGHT -    60.320 (meters)      197.90  (feet) ADJUSTED
 DR8775  ______________________________________________________________________
 DR8775  GEOID HEIGHT    -        -31.509 (meters)                     EGM08
 DR8775  DYNAMIC HEIGHT  -         60.319 (meters)      197.90  (feet) COMP
 DR8775  MODELED GRAVITY -    980,598.9   (mgal)                       NAVD 88
 DR8775
 DR8775  VERT ORDER      -  FIRST     CLASS II
 DR8775
 DR8775.The positional and height information provided upon this datasheet are not
 DR8775.officially recognized by the Government of Canada, provincial governments
 DR8775.within Canada, nor are they intended to replace or substitute for them.
 DR8775.The intent of sharing this data is to allow access to positions or heights
 DR8775.recognized by the United States Government. Passive control that is used by
 DR8775.both nations may share the same or similar designations or descriptions but
 DR8775.do not share official positions or heights. The 'Station Description' may
 DR8775.originate from a Canadian 'Station Report' and if so contains information
 DR8775.licensed under the 'Open Government License - Canada'.
 DR8775
 DR8775.The horizontal coordinates were determined by differentially corrected
 DR8775.hand held GPS observations or other comparable positioning techniques
 DR8775.and have an estimated accuracy of +/- 3 meters.
 DR8775
 DR8775.The orthometric height was determined by differential leveling and
 DR8775.adjusted by the NATIONAL GEODETIC SURVEY
 DR8775.in March 2024.
 DR8775
 DR8775.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8775
 DR8775.Click photographs - Photos may exist for this station.
 DR8775
 DR8775.The dynamic height is computed by dividing the NAVD 88
 DR8775.geopotential number by the normal gravity value computed on the
 DR8775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8775.degrees latitude (g = 980.6199 gals.).
 DR8775
 DR8775.The modeled gravity was interpolated from observed gravity values.
 DR8775
 DR8775
 DR8775_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1671883979(NAD 83)
 DR8775
 DR8775                          SUPERSEDED SURVEY CONTROL
 DR8775
 DR8775.No superseded survey control is available for this station.
 DR8775
 DR8775_MARKER: Z = SEE DESCRIPTION
 DR8775_SETTING: 0 = UNSPECIFIED SETTING
 DR8775_SP_SET: STEEL AND CONCRETE PILLAR IN BED
 DR8775_MARK LOGO: CADNR
 DR8775_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR8775_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR8775+STABILITY: POSITION/ELEVATION WELL
 DR8775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8775+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2022
 DR8775
 DR8775  HISTORY     - Date     Condition        Report By
 DR8775  HISTORY     - 20220728 MONUMENTED       CADNR
 DR8775  HISTORY     - 20220914 GOOD             NGS
 DR8775
 DR8775                          STATION DESCRIPTION
 DR8775
 DR8775'DESCRIBED BY NATIONAL GEODETIC SURVEY 2022 (JAO)
 DR8775'CRNW IS LOCATED ABOUT 4.7 KM (2.9 MI) WEST-SOUTHWEST OF THE CITY HALL
 DR8775'IN CORNWALL, ONTARIO, CANADA. 0.2 KM (0.1 MI) EAST NORTHEAST OF AND ON
 DR8775'THE GROUNDS FOR THE ROBERT H. SAUNDERS POWER DAM, OWNERSHIP ONTARIO
 DR8775'POWER GENERATION (OPG).
 DR8775'
 DR8775'THE CANADIAN ACTIVE CONTROL SYSTEM (CACS), CRNW, OPERATED BY NATURAL
 DR8775'RESOURCES CANADA (NRCAN), CANADIAN GEODETIC SURVEY (CGS), LOCATED IN A
 DR8775'GRASS AREA SOME 48.0 M (157.5 FT) SOUTHEAST OF THE SOUTHEAST CURBING
 DR8775'ALONG THE SAUNDERS GENERATION STATIONS EXITING DRIVE FROM THE DAM,
 DR8775'15.2 M (49.9 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 DR8775'CONTRACTORS PARKING LOT AREA.
 DR8775'
 DR8775'THE GNSS REFERENCE MARK CONSISTS OF A FORCED CENTERING STAINLESS STEEL
 DR8775'BOLT IN A BRASS PLATE ON THE TOP OF A STEEL WELL CASING ANCHORED TO
 DR8775'BEDROCK 25 M (82.0 FT) BELOW GRADE AND INTO BEDROCK TO A DEPTH OF 3 M
 DR8775'(9.8 FT).  THE TOP OF THE CASING IS ENCASED IN A LARGE DIAMETER
 DR8775'CONCRETE PILLAR WITH 1.5 X 1.5 X 0.5 M (1.6 FT) HORIZONTAL STABILIZING
 DR8775'PAD 1.5 M (4.9 FT) ABOVE GRADE.  A 5 CM (2 INCHES) HIGH ALUMINUM
 DR8775'SPACER IS USED TO ALIGN THE ANTENNA TO NORTH.  A BRASS BENCH MARK ROD
 DR8775'IS IMBEDDED INTO THE NORTH SIDE OF THE PILLAR 0.4 M (1.3 FT) ABOVE THE
 DR8775'GROUND.
 DR8775'
 DR8775'THE REFERENCE EQUIPMENT BOX WITH SOLAR PANELS IS MOUNTED ON A STAND
 DR8775'LOCATED ABOUT 10 M (32.8 FT) SOUTH FROM THE CACS PILLAR.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NE1702 ***********************************************************************
 NE1702  DESIGNATION -  COTTAM USLS 1910
 NE1702  PID         -  NE1702
 NE1702  STATE/COUNTY-  ON/ESSEX
 NE1702  COUNTRY     -  CANADA
 NE1702  NTS MAPSHEET-  ESSEX (2020)
 NE1702
 NE1702                         *CURRENT SURVEY CONTROL
 NE1702  ______________________________________________________________________
 NE1702* NAD 83(1986) POSITION- 42 09 07.     (N) 082 43 46.     (W)   SCALED
 NE1702* NAVD 88 ORTHO HEIGHT -   191.48  (+/-2cm)      628.2   (feet) VERTCON
 NE1702  ______________________________________________________________________
 NE1702  GEOID HEIGHT    -        -35.539 (meters)                     EGM08
 NE1702  VERT ORDER      -  THIRD ? (See Below)
 NE1702
 NE1702.The positional and height information provided upon this datasheet are not
 NE1702.officially recognized by the Government of Canada, provincial governments
 NE1702.within Canada, nor are they intended to replace or substitute for them.
 NE1702.The intent of sharing this data is to allow access to positions or heights
 NE1702.recognized by the United States Government. Passive control that is used by
 NE1702.both nations may share the same or similar designations or descriptions but
 NE1702.do not share official positions or heights. The 'Station Description' may
 NE1702.originate from a Canadian 'Station Report' and if so contains information
 NE1702.licensed under the 'Open Government License - Canada'.
 NE1702
 NE1702.The horizontal coordinates were scaled from a map and have
 NE1702.an estimated accuracy of +/- 6 seconds.
 NE1702
 NE1702.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1702
 NE1702.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1702
 NE1702.The vertical order pertains to the NGVD 29 superseded value.
 NE1702
 NE1702.Click photographs - Photos may exist for this station.
 NE1702
 NE1702
 NE1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG571680(NAD 83)
 NE1702
 NE1702                          SUPERSEDED SURVEY CONTROL
 NE1702
 NE1702  NAD 27      -  42 09 06.69626(N)    082 43 46.04044(W) AD(       ) 1
 NE1702  NGVD 29 (07/19/86)  191.65   (m)          628.8    (f) LEVELING    3  
 NE1702
 NE1702.Superseded values are not recommended for survey control.
 NE1702
 NE1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1702.See file dsdata.pdf to determine how the superseded data were derived.
 NE1702
 NE1702_MARKER: Z = SEE DESCRIPTION
 NE1702_SETTING: 0 = UNSPECIFIED SETTING
 NE1702
 NE1702  HISTORY     - Date     Condition        Report By
 NE1702  HISTORY     - 1909     MONUMENTED       USLS
 NE1702
 NE1702                          STATION DESCRIPTION
 NE1702
 NE1702'DESCRIBED BY US LAKE SURVEY 1909
 NE1702'ABOUT 2 MILES
 NE1702'NORTH OF VILLAGE
 NE1702'OF COTTAM, ABOUT 1/4 MILE EAST OF CHURCH AT ROAD CORNERS, AND 101.4
 NE1702'FEET FROM ROAD FENCE.  SURFACE AND
 NE1702'UNDERGROUND MARKS ARE 3/8-INCH BOLTS SURROUNDED
 NE1702'BY THREE SPIKES IN CONCRETE MONUMENTS MARKED U. S. L.
 NE1702'S. 1909.
 NE1702'UPPER MARK PROJECTS 8 INCHES ABOVE GROUND, UNDERGROUND MARK IS 12
 NE1702'INCHES BELOW SURFACE OF
 NE1702'GROUND.  FOLLOWING AZIMUTHS ARE FROM STATION.  WEST CULVERT WING
 NE1702'WALL, SOUTHWEST CORNER,
 NE1702'DISTANT 235.2 FEET, 120 DEG 41 MIN, SCHOOLHOUSE CUPOLA, 335 DEG 18
 NE1702'MIN, FRAME CHURCH, EAST PEAK, 262 DEG 49
 NE1702'MIN, 10-INCH OAK, DISTANT 76.0 FEET, 107 DEG 00 MIN, 14-INCH
 NE1702'OAK, DISTANT 96.7 FEET, 354 DEG 21 MIN, LARGE RED
 NE1702'BRICK HOUSE, SOUTHEAST CORNER OF EAVES,
 NE1702'205 DEG 06 MIN, AND ANOTHER LARGE RED BRICK HOUSE, NORTHWEST CORNER
 NE1702'OF EAVES, 200 DEG 35 MIN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0898 ***********************************************************************
 RJ0898  DESIGNATION -  COYLE IBC 1944
 RJ0898  PID         -  RJ0898
 RJ0898  STATE/COUNTY-  ON/ALGOMA
 RJ0898  COUNTRY     -  CANADA
 RJ0898  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ0898
 RJ0898                         *CURRENT SURVEY CONTROL
 RJ0898  ______________________________________________________________________
 RJ0898* NAD 83(1986) POSITION- 46 16 23.79250(N) 084 06 37.55978(W)   ADJUSTED
 RJ0898* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0898  ______________________________________________________________________
 RJ0898  GEOID HEIGHT    -        -37.050 (meters)                     EGM08
 RJ0898  HORZ ORDER      -  THIRD
 RJ0898
 RJ0898.The positional and height information provided upon this datasheet are not
 RJ0898.officially recognized by the Government of Canada, provincial governments
 RJ0898.within Canada, nor are they intended to replace or substitute for them.
 RJ0898.The intent of sharing this data is to allow access to positions or heights
 RJ0898.recognized by the United States Government. Passive control that is used by
 RJ0898.both nations may share the same or similar designations or descriptions but
 RJ0898.do not share official positions or heights. The 'Station Description' may
 RJ0898.originate from a Canadian 'Station Report' and if so contains information
 RJ0898.licensed under the 'Open Government License - Canada'.
 RJ0898
 RJ0898.The horizontal coordinates were established by classical geodetic methods
 RJ0898.and adjusted by the National Geodetic Survey in July 1986.
 RJ0898
 RJ0898.The orthometric height was scaled from a topographic map.
 RJ0898
 RJ0898.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0898
 RJ0898.Click photographs - Photos may exist for this station.
 RJ0898
 RJ0898. The following values were computed from the NAD 83(1986) position.
 RJ0898
 RJ0898;                    North         East     Units Scale Factor Converg.
 RJ0898;UTM  16      - 5,128,469.704   722,637.689   MT  1.00020935   +2 05 20.3
 RJ0898
 RJ0898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0898!UTM  16      -   0.99997822  x   1.00020935  =   1.00018756
 RJ0898
 RJ0898:                Primary Azimuth Mark                     Grid Az
 RJ0898:UTM  16      -  MIR                                      231 26 44.7
 RJ0898
 RJ0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2263728469(NAD 83)
 RJ0898
 RJ0898|---------------------------------------------------------------------|
 RJ0898| PID    Reference Object                     Distance      Geod. Az  |
 RJ0898|                                                           dddmmss.s |
 RJ0898| RJ0897 62 USLS 1878                          9.497 METERS 08913     |
 RJ0898| RJ0903 DARK HOLE FRONT RNG WHITE LT        APPROX. 0.9 KM 2014840.3 |
 RJ0898| RJ0908 MIR                                 APPROX. 0.8 KM 2333205.0 |
 RJ0898|---------------------------------------------------------------------|
 RJ0898
 RJ0898                          SUPERSEDED SURVEY CONTROL
 RJ0898
 RJ0898  NAD 27      -  46 16 23.73700(N)    084 06 37.46500(W) AD(       ) 3
 RJ0898
 RJ0898.Superseded values are not recommended for survey control.
 RJ0898
 RJ0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0898.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0898
 RJ0898_MARKER: H = DRILL HOLE
 RJ0898_SETTING: 80 = SET IN A BOULDER
 RJ0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0898+STABILITY: SURFACE MOTION
 RJ0898
 RJ0898  HISTORY     - Date     Condition        Report By
 RJ0898  HISTORY     - 1944     MONUMENTED       IBC
 RJ0898  HISTORY     - 1968     GOOD             USACE
 RJ0898
 RJ0898                          STATION DESCRIPTION
 RJ0898
 RJ0898'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RJ0898'IT IS ON THE W SHORE OF ST JOSEPH ISLAND, 200 METERS N OF COYLE POINT
 RJ0898'AT THE S END OF LITTLE MUD LAKE.  IT IS ON A ROUNDING POINT, 6 FEET
 RJ0898'FROM THE WATER AND DIRECTLY TOWARD THE WATER FROM 62 (U S L S).
 RJ0898'
 RJ0898'STATION MARK IS A DRILL HOLE IN A FLAT ROCK ON THE BEACH.
 RJ0898
 RJ0898                          STATION RECOVERY (1968)
 RJ0898
 RJ0898'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1968
 RJ0898'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0883 ***********************************************************************
 TC0883  DESIGNATION -  CRAIGEN
 TC0883  PID         -  TC0883
 TC0883  STATE/COUNTY-  ON/RAINY RIVER
 TC0883  COUNTRY     -  CANADA
 TC0883  NTS MAPSHEET-  PINEWOOD (2020)
 TC0883
 TC0883                         *CURRENT SURVEY CONTROL
 TC0883  ______________________________________________________________________
 TC0883* NAD 83(1996) POSITION- 48 41 33.77706(N) 094 15 24.06775(W)   ADJUSTED
 TC0883* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 TC0883  ______________________________________________________________________
 TC0883  GEOID HEIGHT    -        -29.402 (meters)                     EGM08
 TC0883  HORZ ORDER      -  THIRD
 TC0883
 TC0883.The positional and height information provided upon this datasheet are not
 TC0883.officially recognized by the Government of Canada, provincial governments
 TC0883.within Canada, nor are they intended to replace or substitute for them.
 TC0883.The intent of sharing this data is to allow access to positions or heights
 TC0883.recognized by the United States Government. Passive control that is used by
 TC0883.both nations may share the same or similar designations or descriptions but
 TC0883.do not share official positions or heights. The 'Station Description' may
 TC0883.originate from a Canadian 'Station Report' and if so contains information
 TC0883.licensed under the 'Open Government License - Canada'.
 TC0883
 TC0883.The horizontal coordinates were established by classical geodetic methods
 TC0883.and adjusted by the National Geodetic Survey in March 1999.
 TC0883
 TC0883.The orthometric height was scaled from a topographic map.
 TC0883
 TC0883.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0883
 TC0883.Click photographs - Photos may exist for this station.
 TC0883
 TC0883. The following values were computed from the NAD 83(1996) position.
 TC0883
 TC0883;                    North         East     Units Scale Factor Converg.
 TC0883;UTM  15      - 5,394,059.279   407,519.682   MT  0.99970507   -0 56 38.6
 TC0883
 TC0883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0883!UTM  15      -   0.99995346  x   0.99970507  =   0.99965854
 TC0883
 TC0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP0751994059(NAD 83)
 TC0883
 TC0883|---------------------------------------------------------------------|
 TC0883| PID    Reference Object                     Distance      Geod. Az  |
 TC0883|                                                           dddmmss.s |
 TC0883| TC0920 HART                                359.613 METERS 14428     |
 TC0883| TC1243 TRULSON                             372.738 METERS 20038     |
 TC0883|---------------------------------------------------------------------|
 TC0883
 TC0883                          SUPERSEDED SURVEY CONTROL
 TC0883
 TC0883  NAD 83(1986)-  48 41 33.75997(N)    094 15 24.05915(W) AD(       ) 3
 TC0883
 TC0883.Superseded values are not recommended for survey control.
 TC0883
 TC0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0883.See file dsdata.pdf to determine how the superseded data were derived.
 TC0883
 TC0883_MARKER: X = CHISELED CROSS
 TC0883_SETTING: 80 = SET IN A BOULDER
 TC0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0883+STABILITY: SURFACE MOTION
 TC0883
 TC0883  HISTORY     - Date     Condition        Report By
 TC0883  HISTORY     - 1914     MONUMENTED       IBC
 TC0883  HISTORY     - 1947     MARK NOT FOUND   IBC
 TC0883
 TC0883                          STATION DESCRIPTION
 TC0883
 TC0883'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC0883'ON THE EAST BANK OF RAINY RIVER, ABOUT 1-5/8 MILES NORTH OF THE
 TC0883'FRONTIER (MINN) SCHOOLHOUSE.  THE STATION IS BETWEEN TWO FIELDS ON
 TC0883'CRAIGENS PROPERTY, AND NEAR THE SUMMIT OF THE RIDGE BETWEEN THE RIVER
 TC0883'AND A CREEK.  IT IS JUST WEST OF A SMALL GRAVEYARD.
 TC0883'
 TC0883'STATION MARK--A CROSS CUT IN A STONE OVER A BALL OF WIRE, MARKING
 TC0883'TRIANGULATION STATION---CRAIGEN,---IS 6.46 METERS NORTHEAST OF
 TC0883'MONUMENT 122.
 TC0883
 TC0883                          STATION RECOVERY (1947)
 TC0883
 TC0883'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1947 (NWS)
 TC0883'STATION WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DR8774 ***********************************************************************
 DR8774  DESIGNATION -  CRNW CAC BOLT
 DR8774  PID         -  DR8774
 DR8774  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 DR8774  COUNTRY     -  CANADA
 DR8774  NTS MAPSHEET-  CORNWALL (2020)
 DR8774
 DR8774                         *CURRENT SURVEY CONTROL
 DR8774  ______________________________________________________________________
 DR8774* NAD 83(1986) POSITION- 45 00 32.65   (N) 074 47 16.24   (W)   HD_HELD1
 DR8774* NAVD 88 ORTHO HEIGHT -    59.082 (meters)      193.84  (feet) ADJUSTED
 DR8774  ______________________________________________________________________
 DR8774  GEOID HEIGHT    -        -31.509 (meters)                     EGM08
 DR8774  DYNAMIC HEIGHT  -         59.081 (meters)      193.83  (feet) COMP
 DR8774  MODELED GRAVITY -    980,598.9   (mgal)                       NAVD 88
 DR8774
 DR8774  VERT ORDER      -  FIRST     CLASS II
 DR8774
 DR8774.The positional and height information provided upon this datasheet are not
 DR8774.officially recognized by the Government of Canada, provincial governments
 DR8774.within Canada, nor are they intended to replace or substitute for them.
 DR8774.The intent of sharing this data is to allow access to positions or heights
 DR8774.recognized by the United States Government. Passive control that is used by
 DR8774.both nations may share the same or similar designations or descriptions but
 DR8774.do not share official positions or heights. The 'Station Description' may
 DR8774.originate from a Canadian 'Station Report' and if so contains information
 DR8774.licensed under the 'Open Government License - Canada'.
 DR8774
 DR8774.The horizontal coordinates were determined by differentially corrected
 DR8774.hand held GPS observations or other comparable positioning techniques
 DR8774.and have an estimated accuracy of +/- 3 meters.
 DR8774
 DR8774.The orthometric height was determined by differential leveling and
 DR8774.adjusted by the NATIONAL GEODETIC SURVEY
 DR8774.in March 2024.
 DR8774
 DR8774.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8774
 DR8774.Click photographs - Photos may exist for this station.
 DR8774
 DR8774.The dynamic height is computed by dividing the NAVD 88
 DR8774.geopotential number by the normal gravity value computed on the
 DR8774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8774.degrees latitude (g = 980.6199 gals.).
 DR8774
 DR8774.The modeled gravity was interpolated from observed gravity values.
 DR8774
 DR8774
 DR8774_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1671883979(NAD 83)
 DR8774
 DR8774                          SUPERSEDED SURVEY CONTROL
 DR8774
 DR8774.No superseded survey control is available for this station.
 DR8774
 DR8774_MARKER: B = BOLT
 DR8774_SETTING: 0 = UNSPECIFIED SETTING
 DR8774_SP_SET: CONCRETE PILLAR IN BEDROCK
 DR8774_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR8774_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR8774+STABILITY: POSITION/ELEVATION WELL
 DR8774_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR8774+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2022
 DR8774
 DR8774  HISTORY     - Date     Condition        Report By
 DR8774  HISTORY     - 20220725 MONUMENTED       CADNR
 DR8774  HISTORY     - 20220914 GOOD             NGS
 DR8774
 DR8774                          STATION DESCRIPTION
 DR8774
 DR8774'DESCRIBED BY NATIONAL GEODETIC SURVEY 2022 (JAO)
 DR8774'CRNW CAC BOLT IS LOCATED ABOUT 4.7 KM (2.9 MI) WEST-SOUTHWEST OF THE
 DR8774'CITY HALL IN CORNWALL, ONTARIO, CANADA. 0.2 KM (0.1 MI) EAST NORTHEAST
 DR8774'OF AND ON THE GROUNDS FOR THE ROBERT H. SAUNDERS POWER DAM, OWNERSHIP
 DR8774'ONTARIO POWER GENERATION (OPG).
 DR8774'
 DR8774'THE CANADIAN ACTIVE CONTROL SYSTEM (CACS), CRNW, WHERE THE CAC BOLT IS
 DR8774'LOCATED ON IS OPERATED BY NATURAL RESOURCES CANADA (NRCAN), CANADIAN
 DR8774'GEODETIC SURVEY (CGS), LOCATED IN A GRASS AREA SOME 48.0 M (157.5 FT)
 DR8774'SOUTHEAST OF THE SOUTHEAST CURBING ALONG THE SAUNDERS GENERATION
 DR8774'STATIONS EXITING DRIVE FROM THE DAM, 15.2 M (49.9 FT) WEST-SOUTHWEST
 DR8774'OF THE SOUTHWEST CORNER OF THE CONTRACTORS PARKING LOT AREA.
 DR8774'
 DR8774'THE GNSS REFERENCE MARK CONSISTS OF A FORCED CENTERING STAINLESS STEEL
 DR8774'BOLT IN A BRASS PLATE ON THE TOP OF A STEEL WELL CASING ANCHORED TO
 DR8774'BEDROCK 25 M (82.0 FT) BELOW GRADE AND INTO BEDROCK TO A DEPTH OF 3 M
 DR8774'(9.8 FT).  THE TOP OF THE CASING IS ENCASED IN A LARGE DIAMETER
 DR8774'CONCREATE PILLAR WITH 1.5 X 1.5 X 0.5 M (1.6 FT) HORIZONTAL
 DR8774'STABILIZING PAD 1.5 M (4.9 FT) ABOVE GRADE.  A 5 CM (2 INCHES) HIGH
 DR8774'ALUMINUM SPACER IS USED TO ALIGN THE ANTENNA TO NORTH.
 DR8774'
 DR8774'A BRASS BENCH MARK ROD (BOLT) IS IMBEDDED INTO THE NORTH SIDE OF THE
 DR8774'PILLAR, 0.40 M (1.3 FT) ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0886 ***********************************************************************
 TC0886  DESIGNATION -  CROW
 TC0886  PID         -  TC0886
 TC0886  STATE/COUNTY-  ON/RAINY RIVER
 TC0886  COUNTRY     -  CANADA
 TC0886  NTS MAPSHEET-  RAINY RIVER (2020)
 TC0886
 TC0886                         *CURRENT SURVEY CONTROL
 TC0886  ______________________________________________________________________
 TC0886* NAD 83(1996) POSITION- 48 42 48.24129(N) 094 32 36.65999(W)   ADJUSTED
 TC0886* NAVD 88 ORTHO HEIGHT -   329.    (meters)     1079.    (feet) SCALED
 TC0886  ______________________________________________________________________
 TC0886  GEOID HEIGHT    -        -29.035 (meters)                     EGM08
 TC0886  HORZ ORDER      -  THIRD
 TC0886
 TC0886.The positional and height information provided upon this datasheet are not
 TC0886.officially recognized by the Government of Canada, provincial governments
 TC0886.within Canada, nor are they intended to replace or substitute for them.
 TC0886.The intent of sharing this data is to allow access to positions or heights
 TC0886.recognized by the United States Government. Passive control that is used by
 TC0886.both nations may share the same or similar designations or descriptions but
 TC0886.do not share official positions or heights. The 'Station Description' may
 TC0886.originate from a Canadian 'Station Report' and if so contains information
 TC0886.licensed under the 'Open Government License - Canada'.
 TC0886
 TC0886.The horizontal coordinates were established by classical geodetic methods
 TC0886.and adjusted by the National Geodetic Survey in March 1999.
 TC0886
 TC0886.The orthometric height was scaled from a topographic map.
 TC0886
 TC0886.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0886
 TC0886.Click photographs - Photos may exist for this station.
 TC0886
 TC0886. The following values were computed from the NAD 83(1996) position.
 TC0886
 TC0886;                    North         East     Units Scale Factor Converg.
 TC0886;UTM  15      - 5,396,745.982   386,458.722   MT  0.99975838   -1 09 35.8
 TC0886
 TC0886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0886!UTM  15      -   0.99995293  x   0.99975838  =   0.99971133
 TC0886
 TC0886:                Primary Azimuth Mark                     Grid Az
 TC0886:UTM  15      -  TUNNEL                                   156 11 12.1
 TC0886
 TC0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8645896745(NAD 83)
 TC0886
 TC0886|---------------------------------------------------------------------|
 TC0886| PID    Reference Object                     Distance      Geod. Az  |
 TC0886|                                                           dddmmss.s |
 TC0886| TC1244 TUNNEL                              APPROX. 0.5 KM 1550136.3 |
 TC0886| TC1189 REF MON 93                          378.553 METERS 23514     |
 TC0886| TC0984 PHONE                               386.433 METERS 31456     |
 TC0886|---------------------------------------------------------------------|
 TC0886
 TC0886                          SUPERSEDED SURVEY CONTROL
 TC0886
 TC0886  NAD 83(1986)-  48 42 48.22297(N)    094 32 36.65901(W) AD(       ) 3
 TC0886
 TC0886.Superseded values are not recommended for survey control.
 TC0886
 TC0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0886.See file dsdata.pdf to determine how the superseded data were derived.
 TC0886
 TC0886_MARKER: X = CHISELED CROSS
 TC0886_SETTING: 80 = SET IN A BOULDER
 TC0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0886+STABILITY: SURFACE MOTION
 TC0886
 TC0886  HISTORY     - Date     Condition        Report By
 TC0886  HISTORY     - 1914     MONUMENTED       IBC
 TC0886
 TC0886                          STATION DESCRIPTION
 TC0886
 TC0886'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC0886'ON THE NORTH BANK OF RAINY RIVER, ABOUT 1-1/4 MILES FROM THE FOOT OF
 TC0886'FOURTH STREET, RAINY RIVER, ONTARIO.  THE STATION IS ABOUT 5 METERS
 TC0886'ABOVE AND 20 METERS BACK FROM THE RIVERS EDGE, 58 METERS EAST OF A
 TC0886'FENCE, ON THE WEST SIDE OF A SLOUGH INLET, AND OPPOSITE THE BOOM CREWS
 TC0886'BOARDING HOUSE.
 TC0886'
 TC0886'STATION MARK--A CROSS CUT IN A STONE.  SUBSURFACE MARK IS A STONE AND
 TC0886'A BALL OF WIRE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NC1662 ***********************************************************************
 NC1662  DESIGNATION -  CRYSTAL BEACH WATER TANK
 NC1662  PID         -  NC1662
 NC1662  STATE/COUNTY-  ON/NIAGARA
 NC1662  COUNTRY     -  CANADA
 NC1662  NTS MAPSHEET-  WELLAND (2020)
 NC1662
 NC1662                         *CURRENT SURVEY CONTROL
 NC1662  ______________________________________________________________________
 NC1662* NAD 83(1986) POSITION- 42 51 49.86467(N) 079 04 01.62338(W)   ADJUSTED
 NC1662  ______________________________________________________________________
 NC1662  GEOID HEIGHT    -        -35.953 (meters)                     EGM08
 NC1662  HORZ ORDER      -  THIRD
 NC1662
 NC1662.The positional and height information provided upon this datasheet are not
 NC1662.officially recognized by the Government of Canada, provincial governments
 NC1662.within Canada, nor are they intended to replace or substitute for them.
 NC1662.The intent of sharing this data is to allow access to positions or heights
 NC1662.recognized by the United States Government. Passive control that is used by
 NC1662.both nations may share the same or similar designations or descriptions but
 NC1662.do not share official positions or heights. The 'Station Description' may
 NC1662.originate from a Canadian 'Station Report' and if so contains information
 NC1662.licensed under the 'Open Government License - Canada'.
 NC1662
 NC1662.The horizontal coordinates were established by classical geodetic methods
 NC1662.and adjusted by the National Geodetic Survey in July 1986.
 NC1662
 NC1662.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC1662
 NC1662.Click photographs - Photos may exist for this station.
 NC1662
 NC1662. The following values were computed from the NAD 83(1986) position.
 NC1662
 NC1662;                    North         East     Units Scale Factor Converg.
 NC1662;UTM  17      - 4,747,507.999   657,895.744   MT  0.99990672   +1 18 54.5
 NC1662
 NC1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5789547507(NAD 83)
 NC1662
 NC1662                          SUPERSEDED SURVEY CONTROL
 NC1662
 NC1662.No superseded survey control is available for this station.
 NC1662
 NC1662_MARKER: 51 = TANK
 NC1662
 NC1662  HISTORY     - Date     Condition        Report By
 NC1662  HISTORY     - 1929     FIRST OBSERVED   CGS
 NC1662
 NC1662                          STATION DESCRIPTION
 NC1662
 NC1662'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0935 ***********************************************************************
 RJ0935  DESIGNATION -  CUPID IBC 1944
 RJ0935  PID         -  RJ0935
 RJ0935  STATE/COUNTY-  ON/ALGOMA
 RJ0935  COUNTRY     -  CANADA
 RJ0935  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ0935
 RJ0935                         *CURRENT SURVEY CONTROL
 RJ0935  ______________________________________________________________________
 RJ0935* NAD 83(1986) POSITION- 46 21 42.31133(N) 084 07 46.63726(W)   ADJUSTED
 RJ0935* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0935  ______________________________________________________________________
 RJ0935  GEOID HEIGHT    -        -37.117 (meters)                     EGM08
 RJ0935  HORZ ORDER      -  THIRD
 RJ0935
 RJ0935.The positional and height information provided upon this datasheet are not
 RJ0935.officially recognized by the Government of Canada, provincial governments
 RJ0935.within Canada, nor are they intended to replace or substitute for them.
 RJ0935.The intent of sharing this data is to allow access to positions or heights
 RJ0935.recognized by the United States Government. Passive control that is used by
 RJ0935.both nations may share the same or similar designations or descriptions but
 RJ0935.do not share official positions or heights. The 'Station Description' may
 RJ0935.originate from a Canadian 'Station Report' and if so contains information
 RJ0935.licensed under the 'Open Government License - Canada'.
 RJ0935
 RJ0935.The horizontal coordinates were established by classical geodetic methods
 RJ0935.and adjusted by the National Geodetic Survey in July 1986.
 RJ0935
 RJ0935.The orthometric height was scaled from a topographic map.
 RJ0935
 RJ0935.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0935
 RJ0935.Click photographs - Photos may exist for this station.
 RJ0935
 RJ0935. The following values were computed from the NAD 83(1986) position.
 RJ0935
 RJ0935;                    North         East     Units Scale Factor Converg.
 RJ0935;UTM  16      - 5,138,246.402   720,802.865   MT  1.00019934   +2 04 41.4
 RJ0935
 RJ0935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0935!UTM  16      -   0.99997823  x   1.00019934  =   1.00017756
 RJ0935
 RJ0935:                Primary Azimuth Mark                     Grid Az
 RJ0935:UTM  16      -  54 USLS 1878                             151 58 18.3
 RJ0935
 RJ0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2080238246(NAD 83)
 RJ0935
 RJ0935|---------------------------------------------------------------------|
 RJ0935| PID    Reference Object                     Distance      Geod. Az  |
 RJ0935|                                                           dddmmss.s |
 RJ0935| RJ0914 54 USLS 1878                        APPROX. 1.6 KM 1540259.7 |
 RJ0935|---------------------------------------------------------------------|
 RJ0935
 RJ0935                          SUPERSEDED SURVEY CONTROL
 RJ0935
 RJ0935  NAD 27      -  46 21 42.24300(N)    084 07 46.53500(W) AD(       ) 3
 RJ0935
 RJ0935.Superseded values are not recommended for survey control.
 RJ0935
 RJ0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0935.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0935
 RJ0935_MARKER: H = DRILL HOLE
 RJ0935_SETTING: 80 = SET IN A BOULDER
 RJ0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0935+STABILITY: SURFACE MOTION
 RJ0935
 RJ0935  HISTORY     - Date     Condition        Report By
 RJ0935  HISTORY     - 1944     MONUMENTED       IBC
 RJ0935  HISTORY     - 1958     GOOD             IBC
 RJ0935
 RJ0935                          STATION DESCRIPTION
 RJ0935
 RJ0935'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RJ0935'ON THE S ON E OF TWIN TIPS ON THE NEXT POINT ON THE E SHORE OF THE
 RJ0935'RIVER BELOW CUPIDS ROCK AND DIRECTLY ACROSS THE RIVER FROM THE
 RJ0935'LOWER END OF DUCK ISLAND WHERE EX - GOVERNOR OSBORNS SUMMER RESIDENCE
 RJ0935'IS LOCATED.  IT IS 6 FEET FROM THE WATER BELOW THE POINT AND 8 FEET
 RJ0935'IN FROM THE POINT, IN A ROCK 3 BY 2 FEET BY 20 INCHES HIGH.
 RJ0935'
 RJ0935'STATION MRK IS A 3/4-INCH DRILL HOLE 1 INCH DEEP IN THE ROCK.
 RJ0935
 RJ0935                          STATION RECOVERY (1958)
 RJ0935
 RJ0935'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0935'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0534 ***********************************************************************
 TC0534  DESIGNATION -  DARBY
 TC0534  PID         -  TC0534
 TC0534  STATE/COUNTY-  ON/RAINY RIVER
 TC0534  COUNTRY     -  CANADA
 TC0534  NTS MAPSHEET-  ARBOR VITAE (2020)
 TC0534
 TC0534                         *CURRENT SURVEY CONTROL
 TC0534  ______________________________________________________________________
 TC0534* NAD 83(1996) POSITION- 48 48 18.07294(N) 094 11 03.72018(W)   ADJUSTED
 TC0534* NAVD 88 ORTHO HEIGHT -   328.    (meters)     1076.    (feet) SCALED
 TC0534  ______________________________________________________________________
 TC0534  GEOID HEIGHT    -        -29.696 (meters)                     EGM08
 TC0534  HORZ ORDER      -  FIRST
 TC0534
 TC0534.The positional and height information provided upon this datasheet are not
 TC0534.officially recognized by the Government of Canada, provincial governments
 TC0534.within Canada, nor are they intended to replace or substitute for them.
 TC0534.The intent of sharing this data is to allow access to positions or heights
 TC0534.recognized by the United States Government. Passive control that is used by
 TC0534.both nations may share the same or similar designations or descriptions but
 TC0534.do not share official positions or heights. The 'Station Description' may
 TC0534.originate from a Canadian 'Station Report' and if so contains information
 TC0534.licensed under the 'Open Government License - Canada'.
 TC0534
 TC0534.The horizontal coordinates were established by classical geodetic methods
 TC0534.and adjusted by the National Geodetic Survey in March 1999.
 TC0534
 TC0534.The orthometric height was scaled from a topographic map.
 TC0534
 TC0534.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0534
 TC0534.Click photographs - Photos may exist for this station.
 TC0534
 TC0534. The following values were computed from the NAD 83(1996) position.
 TC0534
 TC0534;                    North         East     Units Scale Factor Converg.
 TC0534;UTM  15      - 5,406,457.563   413,035.603   MT  0.99969291   -0 53 28.5
 TC0534
 TC0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0534!UTM  15      -   0.99995319  x   0.99969291  =   0.99964612
 TC0534
 TC0534:                Primary Azimuth Mark                     Grid Az
 TC0534:UTM  15      -  PARTRIDGE                                144 24 00.7
 TC0534
 TC0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVQ1303506457(NAD 83)
 TC0534
 TC0534|---------------------------------------------------------------------|
 TC0534| PID    Reference Object                     Distance      Geod. Az  |
 TC0534|                                                           dddmmss.s |
 TC0534| TC0541 PARTRIDGE                           APPROX.11.5 KM 1433032.2 |
 TC0534|---------------------------------------------------------------------|
 TC0534
 TC0534                          SUPERSEDED SURVEY CONTROL
 TC0534
 TC0534  NAD 83(1986)-  48 48 18.05428(N)    094 11 03.71489(W) AD(       ) 1
 TC0534
 TC0534.Superseded values are not recommended for survey control.
 TC0534
 TC0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0534.See file dsdata.pdf to determine how the superseded data were derived.
 TC0534
 TC0534_MARKER: DD = SURVEY DISK
 TC0534_SETTING: 0 = UNSPECIFIED SETTING
 TC0534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TC0534
 TC0534  HISTORY     - Date     Condition        Report By
 TC0534  HISTORY     - 1913     MONUMENTED       IBC
 TC0534
 TC0534                          STATION DESCRIPTION
 TC0534
 TC0534'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (CHS)
 TC0534'ON THE NORTH SIDE OF RAINY RIVER, ON SECTION 27, PATULLO TOWNSHIP.
 TC0534'THE STATION IS ON THE HIGHER OF TWO PROMINENT ROCKS KNOWN AS DARBY
 TC0534'ROCKS, JUST NORTH OF PINE RIVER.
 TC0534'
 TC0534'STATION MARK--A BRONZE DISK CEMENTED IN A CRACK IN THE ROCK.  A
 TC0534'1-1/2 - INCH DRILL HOLE ONE - HALF INCH DEEP BEARS NORTHEAST BY NORTH
 TC0534'0.40 METER FROM THE STATION.  IN 1921 THE HOLE IN WHICH THE DISK WAS
 TC0534'CEMENTED WAS RECOVERED, BUT THE DISK WAS REPORTED GONE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DL5253 ***********************************************************************
 DL5253  DESIGNATION -  DD
 DL5253  PID         -  DL5253
 DL5253  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 DL5253  COUNTRY     -  CANADA
 DL5253  NTS MAPSHEET-  CORNWALL (2020)
 DL5253
 DL5253                         *CURRENT SURVEY CONTROL
 DL5253  ______________________________________________________________________
 DL5253* NAD 83(1986) POSITION- 45 00 26.29   (N) 074 47 37.46   (W)   HD_HELD1
 DL5253* NAVD 88 ORTHO HEIGHT -    77.923 (meters)      255.65  (feet) ADJUSTED
 DL5253  ______________________________________________________________________
 DL5253  GEOID HEIGHT    -        -31.517 (meters)                     EGM08
 DL5253  DYNAMIC HEIGHT  -         77.922 (meters)      255.65  (feet) COMP
 DL5253  MODELED GRAVITY -    980,598.6   (mgal)                       NAVD 88
 DL5253
 DL5253  VERT ORDER      -  FIRST     CLASS II
 DL5253
 DL5253.The positional and height information provided upon this datasheet are not
 DL5253.officially recognized by the Government of Canada, provincial governments
 DL5253.within Canada, nor are they intended to replace or substitute for them.
 DL5253.The intent of sharing this data is to allow access to positions or heights
 DL5253.recognized by the United States Government. Passive control that is used by
 DL5253.both nations may share the same or similar designations or descriptions but
 DL5253.do not share official positions or heights. The 'Station Description' may
 DL5253.originate from a Canadian 'Station Report' and if so contains information
 DL5253.licensed under the 'Open Government License - Canada'.
 DL5253
 DL5253.The horizontal coordinates were determined by differentially corrected
 DL5253.hand held GPS observations or other comparable positioning techniques
 DL5253.and have an estimated accuracy of +/- 3 meters.
 DL5253
 DL5253.The orthometric height was determined by differential leveling and
 DL5253.adjusted by the NATIONAL GEODETIC SURVEY
 DL5253.in March 2024.
 DL5253
 DL5253.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5253
 DL5253.Click photographs - Photos may exist for this station.
 DL5253
 DL5253.The dynamic height is computed by dividing the NAVD 88
 DL5253.geopotential number by the normal gravity value computed on the
 DL5253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5253.degrees latitude (g = 980.6199 gals.).
 DL5253
 DL5253.The modeled gravity was interpolated from observed gravity values.
 DL5253
 DL5253
 DL5253_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1625483782(NAD 83)
 DL5253
 DL5253                          SUPERSEDED SURVEY CONTROL
 DL5253
 DL5253  NAVD 88 (10/14/09)   77.908  (m)          255.60   (f) SUPERSEDED  1 2
 DL5253
 DL5253.Superseded values are not recommended for survey control.
 DL5253
 DL5253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5253.See file dsdata.pdf to determine how the superseded data were derived.
 DL5253
 DL5253_MARKER: Z = SEE DESCRIPTION
 DL5253_SP_SET: DEFORMATION MONUMENT
 DL5253_MARK LOGO: NONE
 DL5253_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL5253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5253+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2022
 DL5253
 DL5253  HISTORY     - Date     Condition        Report By
 DL5253  HISTORY     - 1985     MONUMENTED       ONTAPW
 DL5253  HISTORY     - 20220912 GOOD             NGS
 DL5253
 DL5253                          STATION DESCRIPTION
 DL5253
 DL5253'DESCRIBED BY ONTARIO POWER GENERATION 1985
 DL5253'THE STATION IS LOCATED ABOUT 11.5 KM (7.1 MI) NORTHEAST OF MASSENA,
 DL5253'5.35 KM (3.3 MI) WEST-SOUTHWEST OF CORNWALL, CANADA AND AT THE CENTER
 DL5253'OF THE MOSES-SAUNDERS DAM.
 DL5253'
 DL5253'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 37 AND 131,
 DL5253'GO NORTHERLY ON HIGHWAY 131 (BARNHART ISLE ROAD) FOR 3.6 KM (2.2 MI)
 DL5253'TO THE TUNNEL AT THE EISENHOWER LOCK.  PASS THROUGH THE TUNNEL AND
 DL5253'CONTINUE NORTHERLY FOR 1.45 KM (0.9 MI) TO A CROSSROAD.  CONTINUE
 DL5253'AHEAD FOR 1.1 KM (0.7 MI) TO A SIDE ROAD RIGHT (BEACH MARINA ROAD).
 DL5253'CONTINUE AHEAD FOR 2.85 KM (1.8 MI) TO THE PASNY SECURITY BUILDING ON
 DL5253'THE RIGHT.  CONTINUE AHEAD FOR 1.15 KM (0.7 MI) TO THE DAM GO
 DL5253'NORTHWEST ON THE DAM FOR 0.6 KM (0.4 MI) TO PAST THE CENTER OF THE
 DL5253'DAM, THE INTERNATIONAL BOUNDARY AND THE STATION.
 DL5253'
 DL5253'BM DD IS THE HIGHEST POINT OF A 5/8-INCH (13 CM) - 11 STAINLESS STEEL
 DL5253'THREADED STUD WITH A DOMED COVERED NEAR THE EAST EDGE OF THE CONCRETE
 DL5253'DECK OF THE HEADWORK, NEAR A DD PAINTED ON THE WALL, 2.145 M (7.0 FT)
 DL5253'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF HEAD GATE HATCH COVER 11C,
 DL5253'0.895 M (2.9 FT) NORTHEAST OF THE NORTHEAST CORNER OF HEAD GATE HATCH
 DL5253'COVER 12A, 0.765 M (2.5 FT) WEST OF THE EASTERNMOST RAIL OF THE
 DL5253'OVERHEAD GANTRY CRANE.
 DL5253
 DL5253                          STATION RECOVERY (2022)
 DL5253
 DL5253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (JAO)
 DL5253'MARK IS LOCATED 4.9 KM (3.0 MI) WEST-SOUTHWEST OF THE CORNWALL,
 DL5253'ONTARIO, CANADA CITY HALL AND WITHIN THE GROUNDS FOR THE ROBERT H.
 DL5253'SAUNDERS POWER DAM, ST. LAWRENCE GENERATING STATION, OPERATED BY
 DL5253'ONTARIO POWER GENERATION (OPG).
 DL5253'
 DL5253'CONTACT THE ENGINEERING DEPARTMENT AT 613-932-3072 TO OBTAIN
 DL5253'PERMISSION TO ACCESS THE MARK.
 DL5253'
 DL5253'THE HIGHEST POINT OF A 5/8-INCH (16 MM) - 11 THREADED STAINLESS STEEL
 DL5253'BOLT IN THE TOP CENTER OF A 23 CM (9 INCHES) ROUND HORIZONTAL CONTROL
 DL5253'2 CM (1 INCH) THICK STAINLESS STEEL BASE PLATE, SET 2 CM (1 INCH)
 DL5253'BELOW THE CONCRETE SURFACE OF THE DECK, NEAR THE DOWNSTREAM EDGE OF
 DL5253'THE OPG HEADWORKS.  THE STAINLESS STEEL PLATE IS CONNECTED TO TWO 15
 DL5253'CM (6 INCHES) LONG 6.35 MM (1/4 INCH) THREADED STAINLESS STEEL RODS
 DL5253'GROUTED INTO THE CONCRETE DECKING.
 DL5253'
 DL5253'SOUTHEAST OF AND INBETWEEN HEADGATES 11C AND 12A, 2.145 M (7.0 FT)
 DL5253'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF HEADGATE HATCH COVER 11C,
 DL5253'0.895 M (2.9 FT) NORTHEAST OF THE NORTHEAST CORNER OF HEADGATE HATCH
 DL5253'COVER 12A, 0.765 M (2.5 FT) WEST OF THE EASTERNMOST RAIL OF THE
 DL5253'OVERHEAD GANTRY CRANE.
 DL5253'
 DL5253'NOTE - THE MONUMENT HAS RED PAINTED IDENTIFIER LETTERING "DD" ON THE
 DL5253'SOUTHEAST CONCRETE WALL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0892 ***********************************************************************
 TC0892  DESIGNATION -  DEAN
 TC0892  PID         -  TC0892
 TC0892  STATE/COUNTY-  ON/RAINY RIVER
 TC0892  COUNTRY     -  CANADA
 TC0892  NTS MAPSHEET-  PINEWOOD (2020)
 TC0892
 TC0892                         *CURRENT SURVEY CONTROL
 TC0892  ______________________________________________________________________
 TC0892* NAD 83(1996) POSITION- 48 41 57.80133(N) 094 29 32.66972(W)   ADJUSTED
 TC0892* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 TC0892  ______________________________________________________________________
 TC0892  GEOID HEIGHT    -        -29.066 (meters)                     EGM08
 TC0892  HORZ ORDER      -  THIRD
 TC0892
 TC0892.The positional and height information provided upon this datasheet are not
 TC0892.officially recognized by the Government of Canada, provincial governments
 TC0892.within Canada, nor are they intended to replace or substitute for them.
 TC0892.The intent of sharing this data is to allow access to positions or heights
 TC0892.recognized by the United States Government. Passive control that is used by
 TC0892.both nations may share the same or similar designations or descriptions but
 TC0892.do not share official positions or heights. The 'Station Description' may
 TC0892.originate from a Canadian 'Station Report' and if so contains information
 TC0892.licensed under the 'Open Government License - Canada'.
 TC0892
 TC0892.The horizontal coordinates were established by classical geodetic methods
 TC0892.and adjusted by the National Geodetic Survey in March 1999.
 TC0892
 TC0892.The orthometric height was scaled from a topographic map.
 TC0892
 TC0892.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0892
 TC0892.Click photographs - Photos may exist for this station.
 TC0892
 TC0892. The following values were computed from the NAD 83(1996) position.
 TC0892
 TC0892;                    North         East     Units Scale Factor Converg.
 TC0892;UTM  15      - 5,395,113.723   390,187.666   MT  0.99974815   -1 07 16.7
 TC0892
 TC0892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0892!UTM  15      -   0.99995341  x   0.99974815  =   0.99970157
 TC0892
 TC0892:                Primary Azimuth Mark                     Grid Az
 TC0892:UTM  15      -  WALK                                     087 47 53.4
 TC0892
 TC0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP9018795113(NAD 83)
 TC0892
 TC0892|---------------------------------------------------------------------|
 TC0892| PID    Reference Object                     Distance      Geod. Az  |
 TC0892|                                                           dddmmss.s |
 TC0892| TC1249 WALK                                453.317 METERS 0864036.7 |
 TC0892| TC0881 COMPANY                             388.203 METERS 14933     |
 TC0892| TC0842 BOARD                               343.874 METERS 19936     |
 TC0892|---------------------------------------------------------------------|
 TC0892
 TC0892                          SUPERSEDED SURVEY CONTROL
 TC0892
 TC0892  NAD 83(1986)-  48 41 57.78239(N)    094 29 32.66429(W) AD(       ) 3
 TC0892
 TC0892.Superseded values are not recommended for survey control.
 TC0892
 TC0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0892.See file dsdata.pdf to determine how the superseded data were derived.
 TC0892
 TC0892_MARKER: DD = SURVEY DISK
 TC0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0892+STABILITY: SURFACE MOTION
 TC0892
 TC0892  HISTORY     - Date     Condition        Report By
 TC0892  HISTORY     - 1914     MONUMENTED       IBC
 TC0892  HISTORY     - 1947     MARK NOT FOUND   IBC
 TC0892
 TC0892                          STATION DESCRIPTION
 TC0892
 TC0892'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC0892'ON THE NORTH BANK OF RAINY RIVER, ABOUT 2-5/8 MILES WEST OF
 TC0892'CLEMENTSON, MINN.  THE STATION IS ABOUT 14 METERS EAST OF ROBINSONS
 TC0892'HOUSE AND IS 3 METERS ABOVE AND 14 METERS BACK FROM THE RIVERS EDGE.
 TC0892'
 TC0892'STATION MARK--A BRONZE DISK SET IN CONCRETE.
 TC0892
 TC0892                          STATION RECOVERY (1947)
 TC0892
 TC0892'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1947 (NWS)
 TC0892'STATION WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TB1062 ***********************************************************************
 TB1062  DESIGNATION -  DEER
 TB1062  PID         -  TB1062
 TB1062  STATE/COUNTY-  ON/RAINY RIVER
 TB1062  COUNTRY     -  CANADA
 TB1062  NTS MAPSHEET-  NAMAKAN LAKE (2020)
 TB1062
 TB1062                         *CURRENT SURVEY CONTROL
 TB1062  ______________________________________________________________________
 TB1062* NAD 83(1996) POSITION- 48 26 14.01477(N) 092 39 18.15854(W)   ADJUSTED
 TB1062* NAVD 88 ORTHO HEIGHT -   341.    (meters)     1119.    (feet) SCALED
 TB1062  ______________________________________________________________________
 TB1062  GEOID HEIGHT    -        -31.616 (meters)                     EGM08
 TB1062  HORZ ORDER      -  FIRST
 TB1062
 TB1062.The positional and height information provided upon this datasheet are not
 TB1062.officially recognized by the Government of Canada, provincial governments
 TB1062.within Canada, nor are they intended to replace or substitute for them.
 TB1062.The intent of sharing this data is to allow access to positions or heights
 TB1062.recognized by the United States Government. Passive control that is used by
 TB1062.both nations may share the same or similar designations or descriptions but
 TB1062.do not share official positions or heights. The 'Station Description' may
 TB1062.originate from a Canadian 'Station Report' and if so contains information
 TB1062.licensed under the 'Open Government License - Canada'.
 TB1062
 TB1062.The horizontal coordinates were established by classical geodetic methods
 TB1062.and adjusted by the National Geodetic Survey in March 1999.
 TB1062
 TB1062.The orthometric height was scaled from a topographic map.
 TB1062
 TB1062.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB1062
 TB1062.Click photographs - Photos may exist for this station.
 TB1062
 TB1062. The following values were computed from the NAD 83(1996) position.
 TB1062
 TB1062;                    North         East     Units Scale Factor Converg.
 TB1062;UTM  15      - 5,364,955.440   525,513.965   MT  0.99960800   +0 15 29.2
 TB1062
 TB1062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TB1062!UTM  15      -   0.99995147  x   0.99960800  =   0.99955948
 TB1062
 TB1062:                Primary Azimuth Mark                     Grid Az
 TB1062:UTM  15      -  NAMAKAN WEST BASE                        078 34 15.4
 TB1062
 TB1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UWP2551364955(NAD 83)
 TB1062
 TB1062|---------------------------------------------------------------------|
 TB1062| PID    Reference Object                     Distance      Geod. Az  |
 TB1062|                                                           dddmmss.s |
 TB1062| TB1046 NAMAKAN WEST BASE                   APPROX. 2.8 KM 0784944.6 |
 TB1062|---------------------------------------------------------------------|
 TB1062
 TB1062                          SUPERSEDED SURVEY CONTROL
 TB1062
 TB1062  NAD 83(1986)-  48 26 14.02117(N)    092 39 18.19754(W) AD(       ) 1
 TB1062  NAD 27      -  48 26 14.36159(N)    092 39 17.62666(W) AD(       ) 1
 TB1062  USSD        -  48 26 14.78300(N)    092 39 17.42200(W) AD(       ) 3
 TB1062
 TB1062.Superseded values are not recommended for survey control.
 TB1062
 TB1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB1062.See file dsdata.pdf to determine how the superseded data were derived.
 TB1062
 TB1062
 TB1062  HISTORY     - Date     Condition        Report By
 TB1062  HISTORY     - 1923     MONUMENTED       CGS
 TB1062  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TB1062
 TB1062                          STATION DESCRIPTION
 TB1062
 TB1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 TB1062'ON NAMAKAN LAKE, ABOUT 9 MILES BY WATER SOUTH OF KETTLE FALLS,
 TB1062'MINN., ON SOUTHWESTERN POINT OF RANDOLPH ISLAND, AND 1 MILE
 TB1062'NORTH OF RANDOLPH FISHERY.  MARKED BY STANDARD DISK IN ROCK,
 TB1062'REFERENCE MARK IS STANDARD REFERENCE DISK IN ROCK,
 TB1062'18.53 METERS (60.8 FEET) FROM STATION S 34 DEG 17 MIN W.
 TB1062'REFERENCE MONUMENT 351 (IBC), MARKED BY STANDARD 8-INCH
 TB1062'MANGANESE-BRONZE POST OF INTERNATIONAL BOUNDARY COMMISSION,
 TB1062'IS 83.9 METERS (275 FEET) FROM STATION S 89 DEG 55 MIN E.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NE1701 ***********************************************************************
 NE1701  DESIGNATION -  DEERBROOK USLS 1910
 NE1701  PID         -  NE1701
 NE1701  STATE/COUNTY-  ON/ESSEX
 NE1701  COUNTRY     -  CANADA
 NE1701  NTS MAPSHEET-  BELLE RIVER (2020)
 NE1701
 NE1701                         *CURRENT SURVEY CONTROL
 NE1701  ______________________________________________________________________
 NE1701* NAD 83(1986) POSITION- 42 17 39.     (N) 082 37 33.     (W)   SCALED
 NE1701* NAVD 88 ORTHO HEIGHT -   175.41  (+/-2cm)      575.5   (feet) VERTCON
 NE1701  ______________________________________________________________________
 NE1701  GEOID HEIGHT    -        -35.427 (meters)                     EGM08
 NE1701  VERT ORDER      -  THIRD ? (See Below)
 NE1701
 NE1701.The positional and height information provided upon this datasheet are not
 NE1701.officially recognized by the Government of Canada, provincial governments
 NE1701.within Canada, nor are they intended to replace or substitute for them.
 NE1701.The intent of sharing this data is to allow access to positions or heights
 NE1701.recognized by the United States Government. Passive control that is used by
 NE1701.both nations may share the same or similar designations or descriptions but
 NE1701.do not share official positions or heights. The 'Station Description' may
 NE1701.originate from a Canadian 'Station Report' and if so contains information
 NE1701.licensed under the 'Open Government License - Canada'.
 NE1701
 NE1701.The horizontal coordinates were scaled from a map and have
 NE1701.an estimated accuracy of +/- 6 seconds.
 NE1701
 NE1701.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1701
 NE1701.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1701
 NE1701.The vertical order pertains to the NGVD 29 superseded value.
 NE1701
 NE1701.Click photographs - Photos may exist for this station.
 NE1701
 NE1701
 NE1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG659837(NAD 83)
 NE1701
 NE1701                          SUPERSEDED SURVEY CONTROL
 NE1701
 NE1701  NAD 27      -  42 17 38.64367(N)    082 37 33.04808(W) AD(       ) 1
 NE1701  NGVD 29 (07/19/86)  175.57   (m)          576.0    (f) LEVELING    3  
 NE1701
 NE1701.Superseded values are not recommended for survey control.
 NE1701
 NE1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1701.See file dsdata.pdf to determine how the superseded data were derived.
 NE1701
 NE1701_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1701
 NE1701  HISTORY     - Date     Condition        Report By
 NE1701  HISTORY     - 1910     MONUMENTED       USLS
 NE1701  HISTORY     - 1932     SEE DESCRIPTION  CGS
 NE1701
 NE1701                          STATION DESCRIPTION
 NE1701
 NE1701'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 NE1701'ABOUT 3 MILES EAST OF BELLE RIVER, IN VILLAGE OF
 NE1701'DEERBROOK, IN
 NE1701'CULTIVATED FIELD, 150 YARDS WEST OF STEEL HIGHWAY BRIDGE (WHICH IS
 NE1701'ABOUT 20 YARDS EAST OF GRAVEL
 NE1701'T-ROAD TO SOUTH), 69 FEET SOUTH OF CENTER LINE OF
 NE1701'EAST-AND-WEST GRAVEL ROAD, ABOUT 105 FEET SOUTH
 NE1701'OF SMALL WHITE HOUSE, AND (1910)
 NE1701'ON SCHOOL LOT (ORCHARD) ACROSS ROAD FROM HOTEL.  TO REACH FROM
 NE1701'BELLE RIVER POST OFFICE, GO
 NE1701'EAST ON PAVED HIGHWAY 1.2 MILES TO T-INTERSECTION, TURN LEFT, GO 0.2
 NE1701'MILE, TURN RIGHT, AND GO 2.0 MILES
 NE1701'TO STATION SITE.  ORIGINAL SURFACE AND UNDERGROUND
 NE1701'MARKS WERE 3/8-INCH BOTS SURROUNDED BY THREE
 NE1701'SPIKES IN CONCRETE MONUMENTS
 NE1701'MARKED U. S. L. S. 1909.  IN 1932 UNDERGROUND MARK WAS
 NE1701'RECOVERED IN GOOD
 NE1701'CONDITION AND RE-MARKED WITH STANDARD STATION DISK STAMPED DEERBROOK
 NE1701'USLS 1909-1932.  NEW
 NE1701'SURFACE MARK IS STANDARD STATION DISK, SIMILARLY STAMPED, IN
 NE1701'CONCRETE MONUMENT, NOTE 1A, AND IS
 NE1701'BELOW SURFACE OF GROUND.  REFERENCE MARK
 NE1701'NO. 1, STANDARD REFERENCE DISK IN CONCRETE, NOTE 11A,
 NE1701'STAMPED WITH NAME AND
 NE1701'DATES, AND PROJECTING 3 INCHES ABOVE GROUND, IS 2 FEET SOUTH OF NORTH
 NE1701'RIGHT-OF-WAY FENCE OF ROAD, 18
 NE1701'FEET NORTH OF CENTER LINE OF ROAD, 6 FEET WEST OF TELEPHONE POLE,
 NE1701'25 FEET SOUTHWEST OF SOUTHWEST
 NE1701'CORNER OF GREEN ASBESTOS SHINGLE HOUSE, ABOUT 18
 NE1701'YARDS WEST OF ABANDONED GAS PUMP, AND 124.68 FEET
 NE1701'FROM STATION IN AZIMUTH
 NE1701'242 DEG 33 MIN.  REFERENCE MARK NO. 2, GEODETIC SURVEY OF CANADA
 NE1701'MONUMENT, 12 INCHES SQUARE
 NE1701'AT TOP, 24 INCHES SQUARE AT BASE, AND TIP (PYRAMIDAL POINT)
 NE1701'PROJECTING ABOUT 18 INCHES, IS 6
 NE1701'FEET WEST OF TELEPHONE POLE, 7 FEET NORTH OF SOUTH RIGHT-OF-WAY
 NE1701'FENCE OF ROAD MENTIONED ABOVE, 27 FEET
 NE1701'SOUTH OF CENTER LINE OF ROAD, ABOUT
 NE1701'40 YARDS SOUTH OF OLD BARN WITH TWO LIGHTNING RODS ON
 NE1701'TOP, AND 160.52 FEET FROM
 NE1701'STATION IN AZIMUTH 120 DEG 52 MIN.  AZIMUTH MARK, STANDARD REFERENCE
 NE1701'DISK IN CONCRETE, NOTE 11A, STAMPED
 NE1701'WITH NAMES AND DATES, AND PROJECTING 6 INCHES, IS 20 FEET SOUTH
 NE1701'OF CENTER LINE OF ROAD, 5 FEET NORTH
 NE1701'OF SOUTH RIGHT-OF-WAY FENCE, 10 FEET EAST OF
 NE1701'TELEPHONE POLE, AND APPROXIMATELY 0.2 MILE FROM STATION
 NE1701'IN AZIMUTH 110 DEG 59 MIN 05 SEC.
 NE1701'FOLLOWING AZIMUTH, ARE FROM STATION (IN 1910).  NORTHEAST CORNER OF
 NE1701'ORCHARD, 158 DEG 20 MIN,
 NE1701'WEST GATE POST, 218 DEG 00 MIN, SOUTHWEST CORNER OF ORCHARD, 348 DEG
 NE1701'46 MIN, NORTHWEST CORNER OF ORCHARD ROAD, 25 DEG 55
 NE1701'MIN, NORTHWEST CORNER OF HOTEL, 132 DEG 25 MIN, SOUTHWEST
 NE1701'CORNER OF HOTEL 145 DEG 39 MIN, SOUTHEAST CORNER OF
 NE1701'EAST BARN, 123 DEG 09 MIN, AND NORTHWEST
 NE1701'CORNER OF LARGE BARN 275 DEG 53 MIN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 AH5451 ***********************************************************************
 AH5451  DESIGNATION -  DIANE
 AH5451  PID         -  AH5451
 AH5451  STATE/COUNTY-  ON/ALGOMA
 AH5451  COUNTRY     -  CANADA
 AH5451  NTS MAPSHEET-  JOSEPH ISLAND (2020)
 AH5451
 AH5451                         *CURRENT SURVEY CONTROL
 AH5451  ______________________________________________________________________
 AH5451* NAD 83(1994) POSITION- 46 06 56.96267(N) 083 59 15.60671(W)   ADJUSTED
 AH5451* NAVD 88 ORTHO HEIGHT -   178.    (meters)      584.    (feet) SCALED
 AH5451  ______________________________________________________________________
 AH5451  GEOID HEIGHT    -        -37.128 (meters)                     EGM08
 AH5451  HORZ ORDER      -  THIRD
 AH5451
 AH5451.The positional and height information provided upon this datasheet are not
 AH5451.officially recognized by the Government of Canada, provincial governments
 AH5451.within Canada, nor are they intended to replace or substitute for them.
 AH5451.The intent of sharing this data is to allow access to positions or heights
 AH5451.recognized by the United States Government. Passive control that is used by
 AH5451.both nations may share the same or similar designations or descriptions but
 AH5451.do not share official positions or heights. The 'Station Description' may
 AH5451.originate from a Canadian 'Station Report' and if so contains information
 AH5451.licensed under the 'Open Government License - Canada'.
 AH5451
 AH5451.The horizontal coordinates were established by classical geodetic methods
 AH5451.and adjusted by the National Geodetic Survey in November 1998.
 AH5451
 AH5451.The orthometric height was scaled from a topographic map.
 AH5451
 AH5451.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH5451
 AH5451.Click photographs - Photos may exist for this station.
 AH5451
 AH5451. The following values were computed from the NAD 83(1994) position.
 AH5451
 AH5451;                    North         East     Units Scale Factor Converg.
 AH5451;UTM  17      - 5,111,256.384   269,145.046   MT  1.00025519   -2 09 15.4
 AH5451;UTM  16      - 5,111,328.364   732,760.574   MT  1.00026606   +2 10 19.5
 AH5451
 AH5451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5451!UTM  17      -   0.99997789  x   1.00025519  =   1.00023308
 AH5451!UTM  16      -   0.99997789  x   1.00026606  =   1.00024395
 AH5451
 AH5451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM6914511256(NAD 83)
 AH5451
 AH5451                          SUPERSEDED SURVEY CONTROL
 AH5451
 AH5451.No superseded survey control is available for this station.
 AH5451
 AH5451_MARKER: DD = SURVEY DISK
 AH5451_SETTING: 80 = SET IN A BOULDER
 AH5451_PROJECTION: FLUSH
 AH5451_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5451+STABILITY: SURFACE MOTION
 AH5451
 AH5451  HISTORY     - Date     Condition        Report By
 AH5451  HISTORY     - 1988     MONUMENTED       NOS
 AH5451
 AH5451                          STATION DESCRIPTION
 AH5451
 AH5451'DESCRIBED BY NATIONAL OCEAN SERVICE 1988 (PBW)
 AH5451'THE STATION IS LOCATED IN ALGOMA COUNTY, ONTARIO CANADA ON ST JOSEPH
 AH5451'ISLAND ON THE SOUTHERN MOST POINT OF HAY POINT.
 AH5451'THE STATION IS BEST REACHED BY BOAT.  SEE NOAA CHART 14882.
 AH5451'THE STATION IS A STANDARD NOS DISK STAMPED---DIANE 1988---,SET INTO A
 AH5451'DRILL HOLE IN A LARGE BOULDER.  IT IS LOCATED 36.0 METERS (118.1 FEET)
 AH5451'NORTH FROM THE SOUTHERN MOST POINT, 3.0 METERS (9.84 FEET) EAST FROM
 AH5451'THE BRUSH LINE, AND 1.5 METER (4.9 FEET) WEST FROM THE WATERS EDGE.
 AH5451'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 AH5451'DESCRIBED BY C M SAUNDERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TB1113 ***********************************************************************
 TB1113  DESIGNATION -  DOG
 TB1113  PID         -  TB1113
 TB1113  STATE/COUNTY-  ON/RAINY RIVER
 TB1113  COUNTRY     -  CANADA
 TB1113  NTS MAPSHEET-  SEINE BAY (2020)
 TB1113
 TB1113                         *CURRENT SURVEY CONTROL
 TB1113  ______________________________________________________________________
 TB1113* NAD 83(1996) POSITION- 48 30 37.03500(N) 092 37 33.59503(W)   ADJUSTED
 TB1113* NAVD 88 ORTHO HEIGHT -   338.    (meters)     1109.    (feet) SCALED
 TB1113  ______________________________________________________________________
 TB1113  GEOID HEIGHT    -        -31.792 (meters)                     EGM08
 TB1113  HORZ ORDER      -  SECOND
 TB1113
 TB1113.The positional and height information provided upon this datasheet are not
 TB1113.officially recognized by the Government of Canada, provincial governments
 TB1113.within Canada, nor are they intended to replace or substitute for them.
 TB1113.The intent of sharing this data is to allow access to positions or heights
 TB1113.recognized by the United States Government. Passive control that is used by
 TB1113.both nations may share the same or similar designations or descriptions but
 TB1113.do not share official positions or heights. The 'Station Description' may
 TB1113.originate from a Canadian 'Station Report' and if so contains information
 TB1113.licensed under the 'Open Government License - Canada'.
 TB1113
 TB1113.The horizontal coordinates were established by classical geodetic methods
 TB1113.and adjusted by the National Geodetic Survey in March 1999.
 TB1113
 TB1113.The orthometric height was scaled from a topographic map.
 TB1113
 TB1113.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB1113
 TB1113.Click photographs - Photos may exist for this station.
 TB1113
 TB1113. The following values were computed from the NAD 83(1996) position.
 TB1113
 TB1113;                    North         East     Units Scale Factor Converg.
 TB1113;UTM  15      - 5,373,086.623   527,622.559   MT  0.99960937   +0 16 48.6
 TB1113
 TB1113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TB1113!UTM  15      -   0.99995196  x   0.99960937  =   0.99956135
 TB1113
 TB1113:                Primary Azimuth Mark                     Grid Az
 TB1113:UTM  15      -  JOY                                      353 19 30.8
 TB1113
 TB1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UWP2762273086(NAD 83)
 TB1113
 TB1113|---------------------------------------------------------------------|
 TB1113| PID    Reference Object                     Distance      Geod. Az  |
 TB1113|                                                           dddmmss.s |
 TB1113| CJ2445 DOG RM                                6.300 METERS 32720     |
 TB1113| TB1112 JOY                                 APPROX. 3.7 KM 3533619.4 |
 TB1113|---------------------------------------------------------------------|
 TB1113
 TB1113                          SUPERSEDED SURVEY CONTROL
 TB1113
 TB1113  NAD 83(1986)-  48 30 37.03715(N)    092 37 33.63080(W) AD(       ) 2
 TB1113  NAD 27      -  48 30 37.42494(N)    092 37 33.12082(W) AD(       ) 2
 TB1113  USSD        -  48 30 37.79400(N)    092 37 32.84400(W) AD(       ) 3
 TB1113
 TB1113.Superseded values are not recommended for survey control.
 TB1113
 TB1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB1113.See file dsdata.pdf to determine how the superseded data were derived.
 TB1113
 TB1113
 TB1113  HISTORY     - Date     Condition        Report By
 TB1113  HISTORY     - 1923     MONUMENTED       CGS
 TB1113  HISTORY     - 1925     GOOD             CGS
 TB1113
 TB1113                          STATION DESCRIPTION
 TB1113
 TB1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 TB1113'ON OAK POINT ISLAND AT MOUTH OF KETTLE RIVER AT HEAD OF RAINY
 TB1113'LAKE, ABOUT 34 MILES EAST OF RAINER, MINN., ABOUT 750 METERS
 TB1113'(2,461 FEET) SOUTH OF SURVEYORS ISLAND AND MOUTH OF RIVER, ON
 TB1113'HIGHEST POINT OF HILL, ABOUT 120 METERS (394 FEET) BACK FROM
 TB1113'SHORE, AND NEARLY DUE EAST OF FIRST NARROW PLACE IN RIVER ABOVE
 TB1113'ITS MOUTH.  MARKED BY STANDARD STATION DISK IN ROCK.
 TB1113'REFERENCE MARK IS STANDARD REFERENCE DISK IN ROCK,
 TB1113'6.30 METERS (20.7 FEET) FROM STATION N 22 DEG 39 MIN E.
 TB1113'STATION RAINY LAKE 90 (I.B.C.), MARKED BY STANDARD
 TB1113'BRONZE DISK OF INTERNATIONAL BOUNDARY COMMISSION IN LEDGE
 TB1113'ROCK, IS 16.30 METERS (53.5 FEET) FROM STATION
 TB1113'N 25 DEG 31 MIN E.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TB1060 ***********************************************************************
 TB1060  DESIGNATION -  DORAN
 TB1060  PID         -  TB1060
 TB1060  STATE/COUNTY-  ON/RAINY RIVER
 TB1060  COUNTRY     -  CANADA
 TB1060  NTS MAPSHEET-  NAMAKAN LAKE (2020)
 TB1060
 TB1060                         *CURRENT SURVEY CONTROL
 TB1060  ______________________________________________________________________
 TB1060* NAD 83(1996) POSITION- 48 29 44.74439(N) 092 39 41.97906(W)   ADJUSTED
 TB1060* NAVD 88 ORTHO HEIGHT -   338.    (meters)     1109.    (feet) SCALED
 TB1060  ______________________________________________________________________
 TB1060  GEOID HEIGHT    -        -31.719 (meters)                     EGM08
 TB1060  HORZ ORDER      -  SECOND
 TB1060
 TB1060.The positional and height information provided upon this datasheet are not
 TB1060.officially recognized by the Government of Canada, provincial governments
 TB1060.within Canada, nor are they intended to replace or substitute for them.
 TB1060.The intent of sharing this data is to allow access to positions or heights
 TB1060.recognized by the United States Government. Passive control that is used by
 TB1060.both nations may share the same or similar designations or descriptions but
 TB1060.do not share official positions or heights. The 'Station Description' may
 TB1060.originate from a Canadian 'Station Report' and if so contains information
 TB1060.licensed under the 'Open Government License - Canada'.
 TB1060
 TB1060.The horizontal coordinates were established by classical geodetic methods
 TB1060.and adjusted by the National Geodetic Survey in March 1999.
 TB1060
 TB1060.The orthometric height was scaled from a topographic map.
 TB1060
 TB1060.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB1060
 TB1060.Click photographs - Photos may exist for this station.
 TB1060
 TB1060. The following values were computed from the NAD 83(1996) position.
 TB1060
 TB1060;                    North         East     Units Scale Factor Converg.
 TB1060;UTM  15      - 5,371,459.807   524,995.805   MT  0.99960768   +0 15 12.2
 TB1060
 TB1060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TB1060!UTM  15      -   0.99995195  x   0.99960768  =   0.99955965
 TB1060
 TB1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UWP2499571459(NAD 83)
 TB1060
 TB1060|---------------------------------------------------------------------|
 TB1060| PID    Reference Object                     Distance      Geod. Az  |
 TB1060|                                                           dddmmss.s |
 TB1060| TB1061 BAT                                 377.432 METERS 02459     |
 TB1060| CJ2672 BOUNDARY REF MON 333 CD US                         08735     |
 TB1060|---------------------------------------------------------------------|
 TB1060
 TB1060                          SUPERSEDED SURVEY CONTROL
 TB1060
 TB1060  NAD 83(1986)-  48 29 44.74692(N)    092 39 42.01491(W) AD(       ) 2
 TB1060  NAD 27      -  48 29 45.11293(N)    092 39 41.48424(W) AD(       ) 2
 TB1060  USSD        -  48 29 45.50800(N)    092 39 41.22800(W) AD(       ) 3
 TB1060
 TB1060.Superseded values are not recommended for survey control.
 TB1060
 TB1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB1060.See file dsdata.pdf to determine how the superseded data were derived.
 TB1060
 TB1060
 TB1060  HISTORY     - Date     Condition        Report By
 TB1060  HISTORY     - 1923     MONUMENTED       CGS
 TB1060  HISTORY     - 1925     GOOD             CGS
 TB1060
 TB1060                          STATION DESCRIPTION
 TB1060
 TB1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 TB1060'AT FOOT OF NAMAKAN LAKE, ABOUT 1-1/4 MILES WEST OF KETTLE FALLS,
 TB1060'MINN., AND ON NORTHEAST CORNER OF POINT BETWEEN TWO BAYS ON SOUTH
 TB1060'SIDE OF SQUIRREL NARROWS WHERE LAKE STRAIGHTENS FOR STRAIGHT
 TB1060'STRETCH TO MICA ISLAND.  MARKED BY STANDARD STATION DISK IN
 TB1060'ROCK.  REFERENCE MONUMENT 333 (I.B.C.), MARKED BY
 TB1060'STANDARD 8-INCH MANGANESE-BRONZE POST OF INTERNATIONAL BOUNDARY
 TB1060'COMMISSION, IS 13.46 METERS (44.2 FEET) FROM STATION
 TB1060'N 87 DEG 36 MIN E.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TA0129 ***********************************************************************
 TA0129  DESIGNATION -  DOROTHY
 TA0129  PID         -  TA0129
 TA0129  STATE/COUNTY-  ON/RAINY RIVER
 TA0129  COUNTRY     -  CANADA
 TA0129  NTS MAPSHEET-  KNIFE LAKE (2020)
 TA0129
 TA0129                         *CURRENT SURVEY CONTROL
 TA0129  ______________________________________________________________________
 TA0129* NAD 83(1996) POSITION- 48 10 21.08133(N) 091 07 46.88720(W)   ADJUSTED
 TA0129* NAVD 88 ORTHO HEIGHT -   530.    (meters)     1739.    (feet) SCALED
 TA0129  ______________________________________________________________________
 TA0129  GEOID HEIGHT    -        -31.631 (meters)                     EGM08
 TA0129  HORZ ORDER      -  FIRST
 TA0129
 TA0129.The positional and height information provided upon this datasheet are not
 TA0129.officially recognized by the Government of Canada, provincial governments
 TA0129.within Canada, nor are they intended to replace or substitute for them.
 TA0129.The intent of sharing this data is to allow access to positions or heights
 TA0129.recognized by the United States Government. Passive control that is used by
 TA0129.both nations may share the same or similar designations or descriptions but
 TA0129.do not share official positions or heights. The 'Station Description' may
 TA0129.originate from a Canadian 'Station Report' and if so contains information
 TA0129.licensed under the 'Open Government License - Canada'.
 TA0129
 TA0129.The horizontal coordinates were established by classical geodetic methods
 TA0129.and adjusted by the National Geodetic Survey in March 1999.
 TA0129
 TA0129.The orthometric height was scaled from a topographic map.
 TA0129
 TA0129.Significant digits in the geoid height do not necessarily reflect accuracy.
 TA0129
 TA0129.Click photographs - Photos may exist for this station.
 TA0129
 TA0129. The following values were computed from the NAD 83(1996) position.
 TA0129
 TA0129;                    North         East     Units Scale Factor Converg.
 TA0129;UTM  15      - 5,337,167.084   639,048.151   MT  0.99983757   +1 23 38.0
 TA0129
 TA0129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TA0129!UTM  15      -   0.99992186  x   0.99983757  =   0.99975945
 TA0129
 TA0129:                Primary Azimuth Mark                     Grid Az
 TA0129:UTM  15      -  SAUNDERS                                 188 59 57.1
 TA0129
 TA0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UXP3904837167(NAD 83)
 TA0129
 TA0129|---------------------------------------------------------------------|
 TA0129| PID    Reference Object                     Distance      Geod. Az  |
 TA0129|                                                           dddmmss.s |
 TA0129| TA0128 SAUNDERS                            APPROX.10.3 KM 1902335.1 |
 TA0129|---------------------------------------------------------------------|
 TA0129
 TA0129                          SUPERSEDED SURVEY CONTROL
 TA0129
 TA0129  NAD 83(1994)-  48 10 21.08105(N)    091 07 46.88182(W) AD(       ) 1
 TA0129  NAD 83(1986)-  48 10 21.07958(N)    091 07 46.87536(W) AD(       ) 1
 TA0129  NAD 27      -  48 10 21.47700(N)    091 07 46.48000(W) AD(       ) 1
 TA0129
 TA0129.Superseded values are not recommended for survey control.
 TA0129
 TA0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TA0129.See file dsdata.pdf to determine how the superseded data were derived.
 TA0129
 TA0129_MARKER: B = BOLT
 TA0129_SETTING: 0 = UNSPECIFIED SETTING
 TA0129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TA0129
 TA0129  HISTORY     - Date     Condition        Report By
 TA0129  HISTORY     - 1916     MONUMENTED       GSC
 TA0129
 TA0129                          STATION DESCRIPTION
 TA0129
 TA0129'DESCRIBED BY GEODETIC SURVEY OF CANADA 1916
 TA0129'ON PROMINENT POINT 30 METERS (98 FEET) SOUTHWEST OF HIGHEST
 TA0129'PART OF HILL, A MILE NORTHEAST OF BAY IN CYPRESS LAKE, AND
 TA0129'NORTH OF ISLAND WHICH IS ABOUT 2 MILES NORTHEAST OF WEST END
 TA0129'OF CYPRESS LAKE.  MARKED BY COPPER BOLT STAMPED G. S. C. 1916
 TA0129'IN SOLID ROCK.  THREE REFERENCE BOLTS ARE AS FOLLOWS--NO. 1,
 TA0129'5.29 METERS (17.4 FEET) FROM STATION N 39 DEG 36 MIN W.
 TA0129'NO. 2, 9.43 METERS (30.9 FEET) FROM STATION N 84 DEG 48 MIN E.
 TA0129'AND NO. 3, 6.04 METERS (19.8 FEET) FROM STATION
 TA0129'S 01 DEG 29 MIN W.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DE7797 ***********************************************************************
 DE7797  DESIGNATION -  DOWNSVIEW
 DE7797  PID         -  DE7797
 DE7797  STATE/COUNTY-  ON/TORONTO
 DE7797  COUNTRY     -  CANADA
 DE7797  NTS MAPSHEET-  TORONTO (2020)
 DE7797
 DE7797                         *CURRENT SURVEY CONTROL
 DE7797  ______________________________________________________________________
 DE7797* NAD 83(2011) POSITION- 43 43 22.12123(N) 079 29 12.94896(W)   ADJUSTED
 DE7797* NAD 83(2011) ELLIP HT-   167.854 (meters)        (06/27/12)   ADJUSTED
 DE7797* NAD 83(2011) EPOCH   -  2010.00
 DE7797* NAVD 88 ORTHO HEIGHT -   204.4   (meters)      671.    (feet) GPS OBS
 DE7797  ______________________________________________________________________
 DE7797  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DE7797  GEOID HEIGHT    -        -36.471 (meters)                     GEOID99
 DE7797  GEOID HEIGHT    -        -37.083 (meters)                     EGM08
 DE7797  NAD 83(2011) X  -    842,405.686 (meters)                     COMP
 DE7797  NAD 83(2011) Y  - -4,539,435.179 (meters)                     COMP
 DE7797  NAD 83(2011) Z  -  4,386,001.527 (meters)                     COMP
 DE7797
 DE7797  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE7797  Standards:
 DE7797         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE7797            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE7797  -------------------------------------------------------------------
 DE7797  NETWORK    0.22   0.37           0.10   0.08   0.19     -0.00808935
 DE7797  -------------------------------------------------------------------
 DE7797  Click here for local accuracies and other accuracy information.
 DE7797
 DE7797.The positional and height information provided upon this datasheet are not
 DE7797.officially recognized by the Government of Canada, provincial governments
 DE7797.within Canada, nor are they intended to replace or substitute for them.
 DE7797.The intent of sharing this data is to allow access to positions or heights
 DE7797.recognized by the United States Government. Passive control that is used by
 DE7797.both nations may share the same or similar designations or descriptions but
 DE7797.do not share official positions or heights. The 'Station Description' may
 DE7797.originate from a Canadian 'Station Report' and if so contains information
 DE7797.licensed under the 'Open Government License - Canada'.
 DE7797
 DE7797.The horizontal coordinates were established by GPS observations
 DE7797.and adjusted by the National Geodetic Survey in June 2012.
 DE7797
 DE7797.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE7797.been affixed to the stable North American tectonic plate. See 
 DE7797.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE7797
 DE7797.The horizontal coordinates are valid at the epoch date displayed above
 DE7797.which is a decimal equivalence of Year/Month/Day.
 DE7797
 DE7797.The orthometric height was determined by GPS observations and a
 DE7797.high-resolution geoid model.
 DE7797
 DE7797.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE7797
 DE7797.Click photographs - Photos may exist for this station.
 DE7797
 DE7797.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7797
 DE7797.The ellipsoidal height was determined by GPS observations
 DE7797.and is referenced to NAD 83.
 DE7797
 DE7797. The following values were computed from the NAD 83(2011) position.
 DE7797
 DE7797;                    North         East     Units Scale Factor Converg.
 DE7797;UTM  17      - 4,842,199.243   621,873.015   MT  0.99978269   +1 02 45.3
 DE7797
 DE7797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7797!UTM  17      -   0.99997368  x   0.99978269  =   0.99975638
 DE7797
 DE7797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPJ2187342199(NAD 83)
 DE7797
 DE7797                          SUPERSEDED SURVEY CONTROL
 DE7797
 DE7797  NAD 83(2007)-  43 43 22.12149(N)    079 29 12.94978(W) AD(2002.00) 0
 DE7797  ELLIP H (02/10/07)  167.870  (m)                       GP(2002.00)    
 DE7797  NAD 83(1996)-  43 43 22.12146(N)    079 29 12.95005(W) AD(       ) A
 DE7797  ELLIP H (09/18/02)  167.865  (m)                       GP(       ) 4 2
 DE7797
 DE7797.Superseded values are not recommended for survey control.
 DE7797
 DE7797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7797.See file dsdata.pdf to determine how the superseded data were derived.
 DE7797
 DE7797_MARKER: Z = SEE DESCRIPTION
 DE7797_SETTING: 0 = UNSPECIFIED SETTING
 DE7797_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE7797_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE7797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7797+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2001
 DE7797
 DE7797  HISTORY     - Date     Condition        Report By
 DE7797  HISTORY     - 1998     MONUMENTED       ONCADH
 DE7797  HISTORY     - 20010716 GOOD             ONCADH
 DE7797
 DE7797                          STATION DESCRIPTION
 DE7797
 DE7797'DESCRIBED BY ONTARIO CANADA DEPARTMENT OF HIGHWAYS 2001 (RB)
 DE7797'THIS CONTINUOUSLY OPERATING STATION IS OWNED BY MINISTRY OF
 DE7797'TRANSPORTATION ONTARIO
 DE7797'(MTO).
 DE7797'
 DE7797'TAKE HIGHWAY 401 TO KEELE ST EXIT NORTH. GO 500 M WEST ON WILSON AVE
 DE7797'TO THE MTO
 DE7797'ENTRANCE ON SOUTH SIDE. ANTENNA IS ON A ROD FIXED TO SIDE OF BUILDING
 DE7797'D, PROJECTING 1 M
 DE7797'ABOVE ROOF OF THE ATRIUM TOWER.
 DE7797'
 DE7797'POINT OF CONTACT--RON BERG, EMAIL ADDRESS RON.BERG (AT SYMBOL)
 DE7797'MTO.GOV.ON.CA. PHONE
 DE7797'905-704-2330.
 DE7797'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 QJ0194 ***********************************************************************
 QJ0194  DESIGNATION -  DUCK ISLAND USLS 1904
 QJ0194  PID         -  QJ0194
 QJ0194  STATE/COUNTY-  ON/MANITOULIN
 QJ0194  COUNTRY     -  CANADA
 QJ0194  NTS MAPSHEET-  GREAT DUCK ISLAND (2020)
 QJ0194
 QJ0194                         *CURRENT SURVEY CONTROL
 QJ0194  ______________________________________________________________________
 QJ0194* NAD 83(1986) POSITION- 45 39 15.23461(N) 082 57 51.86863(W)   ADJUSTED
 QJ0194* NAVD 88 ORTHO HEIGHT -   236.    (meters)      774.    (feet) SCALED
 QJ0194  ______________________________________________________________________
 QJ0194  GEOID HEIGHT    -        -37.686 (meters)                     EGM08
 QJ0194  HORZ ORDER      -  FIRST
 QJ0194
 QJ0194.The positional and height information provided upon this datasheet are not
 QJ0194.officially recognized by the Government of Canada, provincial governments
 QJ0194.within Canada, nor are they intended to replace or substitute for them.
 QJ0194.The intent of sharing this data is to allow access to positions or heights
 QJ0194.recognized by the United States Government. Passive control that is used by
 QJ0194.both nations may share the same or similar designations or descriptions but
 QJ0194.do not share official positions or heights. The 'Station Description' may
 QJ0194.originate from a Canadian 'Station Report' and if so contains information
 QJ0194.licensed under the 'Open Government License - Canada'.
 QJ0194
 QJ0194.The horizontal coordinates were established by classical geodetic methods
 QJ0194.and adjusted by the National Geodetic Survey in July 1986.
 QJ0194
 QJ0194.The orthometric height was scaled from a topographic map.
 QJ0194
 QJ0194.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0194
 QJ0194.Click photographs - Photos may exist for this station.
 QJ0194
 QJ0194. The following values were computed from the NAD 83(1986) position.
 QJ0194
 QJ0194;                    North         East     Units Scale Factor Converg.
 QJ0194;UTM  17      - 5,057,508.135   346,947.306   MT  0.99988800   -1 24 18.3
 QJ0194
 QJ0194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0194!UTM  17      -   0.99996892  x   0.99988800  =   0.99985693
 QJ0194
 QJ0194:                Primary Azimuth Mark                     Grid Az
 QJ0194:UTM  17      -  PRESQUE ISLE                             227 26 38.1
 QJ0194
 QJ0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL4694757508(NAD 83)
 QJ0194
 QJ0194|---------------------------------------------------------------------|
 QJ0194| PID    Reference Object                     Distance      Geod. Az  |
 QJ0194|                                                           dddmmss.s |
 QJ0194| QJ0246 PRESQUE ISLE                        APPROX.55.9 KM 2260219.8 |
 QJ0194|---------------------------------------------------------------------|
 QJ0194
 QJ0194                          SUPERSEDED SURVEY CONTROL
 QJ0194
 QJ0194  NAD 27      -  45 39 15.15600(N)    082 57 52.00600(W) AD(       ) 1
 QJ0194
 QJ0194.Superseded values are not recommended for survey control.
 QJ0194
 QJ0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0194.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0194
 QJ0194_MARKER: Z = SEE DESCRIPTION
 QJ0194_SETTING: 0 = UNSPECIFIED SETTING
 QJ0194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0194
 QJ0194  HISTORY     - Date     Condition        Report By
 QJ0194  HISTORY     - 1904     MONUMENTED       USLS
 QJ0194
 QJ0194                          STATION DESCRIPTION
 QJ0194
 QJ0194'DESCRIBED BY US LAKE SURVEY 1904
 QJ0194'ON EDGE OF BLUFF ON WESTERN SIDE OF DUCK ISLAND IN LAKE HURON,
 QJ0194'ABOUT 1/2 MILE
 QJ0194'NORTH OF DUCK ISLAND LIGHTHOUSE, AT PLACE KNOWN AS MCCORDS
 QJ0194'CAMPS.  MARKED BY SPIKE
 QJ0194'SURROUNDED BY 3 OTHERS IN CONCRETE MONUMENT,
 QJ0194'INSCRIBED U.S.L.S. 1903, 6 INCHES BELOW
 QJ0194'SURFACE OF GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1326 ***********************************************************************
 RJ1326  DESIGNATION -  DUDE 1 BC1+032
 RJ1326  PID         -  RJ1326
 RJ1326  STATE/COUNTY-  ON/ALGOMA
 RJ1326  COUNTRY     -  CANADA
 RJ1326  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ1326
 RJ1326                         *CURRENT SURVEY CONTROL
 RJ1326  ______________________________________________________________________
 RJ1326* NAD 83(1986) POSITION- 46 30 11.59852(N) 084 19 37.08635(W)   ADJUSTED
 RJ1326* NAVD 88 ORTHO HEIGHT -   185.    (meters)      607.    (feet) SCALED
 RJ1326  ______________________________________________________________________
 RJ1326  GEOID HEIGHT    -        -37.122 (meters)                     EGM08
 RJ1326  HORZ ORDER      -  SECOND
 RJ1326
 RJ1326.The positional and height information provided upon this datasheet are not
 RJ1326.officially recognized by the Government of Canada, provincial governments
 RJ1326.within Canada, nor are they intended to replace or substitute for them.
 RJ1326.The intent of sharing this data is to allow access to positions or heights
 RJ1326.recognized by the United States Government. Passive control that is used by
 RJ1326.both nations may share the same or similar designations or descriptions but
 RJ1326.do not share official positions or heights. The 'Station Description' may
 RJ1326.originate from a Canadian 'Station Report' and if so contains information
 RJ1326.licensed under the 'Open Government License - Canada'.
 RJ1326
 RJ1326.The horizontal coordinates were established by classical geodetic methods
 RJ1326.and adjusted by the National Geodetic Survey in May 1990.
 RJ1326
 RJ1326.The orthometric height was scaled from a topographic map.
 RJ1326
 RJ1326.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1326
 RJ1326.Click photographs - Photos may exist for this station.
 RJ1326
 RJ1326. The following values were computed from the NAD 83(1986) position.
 RJ1326
 RJ1326;                    North         East     Units Scale Factor Converg.
 RJ1326;UTM  16      - 5,153,433.020   705,090.829   MT  1.00011705   +1 56 23.0
 RJ1326
 RJ1326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1326!UTM  16      -   0.99997682  x   1.00011705  =   1.00009386
 RJ1326
 RJ1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0509053433(NAD 83)
 RJ1326
 RJ1326                          SUPERSEDED SURVEY CONTROL
 RJ1326
 RJ1326.No superseded survey control is available for this station.
 RJ1326
 RJ1326_MARKER: H = DRILL HOLE
 RJ1326_SETTING: 0 = UNSPECIFIED SETTING
 RJ1326_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1326
 RJ1326  HISTORY     - Date     Condition        Report By
 RJ1326  HISTORY     - 1988     MONUMENTED       USACE
 RJ1326
 RJ1326                          STATION DESCRIPTION
 RJ1326
 RJ1326'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1326'THE STATION IS LOCATED IN SAULT STE MARIE, ONTARIO ON UNPATENTED
 RJ1326'GOVERNMENT PROPERTY-SAULT STE MARIE WHARF-CANADA LIGHT NO. 1066.5
 RJ1326'OWNERSHIP---CANADIAN COAST GUARD, CENTRAL REGION
 RJ1326'
 RJ1326'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1326'EAST FOR 0.24 KM (0.15 MI) ON RIDGE STREET TO THE INTERSECTION OF
 RJ1326'RIDGE STREET AND ASHMUN STREET, TURN LEFT AND GO NORTH FOR 0.2 KM
 RJ1326'(0.1 MI) ON ASHMUN STREET TO PORTAGE AVENUE, TURN RIGHT AND GO EAST
 RJ1326'FOR 3.0 KM (1.85 MI) ON PORTAGE AVENUE TO AUNE OSBORNE BOAT LAUNCH.
 RJ1326'TRAVEL BY BOAT UPRIVER ABOUT 10 MINUTES TO A PIER WITH A LARGE BLUE
 RJ1326'WHAREHOUSE ON IT AND THE STATION.
 RJ1326'
 RJ1326'THE STATION IS A DRILL HOLE IN THE TOP OF A YELLOW MOORING
 RJ1326'BUTTON WHICH IS ON THE SOUTHEAST CORNER OF THE PIER.
 RJ1326'
 RJ1326'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1259 ***********************************************************************
 RJ1259  DESIGNATION -  DUDE 2 BC1+054
 RJ1259  PID         -  RJ1259
 RJ1259  STATE/COUNTY-  ON/ALGOMA
 RJ1259  COUNTRY     -  CANADA
 RJ1259  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ1259
 RJ1259                         *CURRENT SURVEY CONTROL
 RJ1259  ______________________________________________________________________
 RJ1259* NAD 83(1986) POSITION- 46 30 08.76749(N) 084 19 14.68987(W)   ADJUSTED
 RJ1259* NAVD 88 ORTHO HEIGHT -   178.4   (meters)      585.    (feet) VERTCON
 RJ1259  ______________________________________________________________________
 RJ1259  GEOID HEIGHT    -        -37.129 (meters)                     EGM08
 RJ1259  HORZ ORDER      -  FIRST
 RJ1259
 RJ1259.The positional and height information provided upon this datasheet are not
 RJ1259.officially recognized by the Government of Canada, provincial governments
 RJ1259.within Canada, nor are they intended to replace or substitute for them.
 RJ1259.The intent of sharing this data is to allow access to positions or heights
 RJ1259.recognized by the United States Government. Passive control that is used by
 RJ1259.both nations may share the same or similar designations or descriptions but
 RJ1259.do not share official positions or heights. The 'Station Description' may
 RJ1259.originate from a Canadian 'Station Report' and if so contains information
 RJ1259.licensed under the 'Open Government License - Canada'.
 RJ1259
 RJ1259.The horizontal coordinates were established by GPS observations
 RJ1259.and adjusted by the National Geodetic Survey in May 1990.
 RJ1259
 RJ1259.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1259
 RJ1259.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1259
 RJ1259.Click photographs - Photos may exist for this station.
 RJ1259
 RJ1259. The following values were computed from the NAD 83(1986) position.
 RJ1259
 RJ1259;                    North         East     Units Scale Factor Converg.
 RJ1259;UTM  16      - 5,153,361.827   705,571.108   MT  1.00011948   +1 56 39.2
 RJ1259
 RJ1259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1259!UTM  16      -   0.99997786  x   1.00011948  =   1.00009734
 RJ1259
 RJ1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0557153361(NAD 83)
 RJ1259
 RJ1259                          SUPERSEDED SURVEY CONTROL
 RJ1259
 RJ1259  NGVD 29 (05/22/90)  178.4    (m)  RAPSU86  model used  GPS OBS        
 RJ1259
 RJ1259.Superseded values are not recommended for survey control.
 RJ1259
 RJ1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1259.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1259
 RJ1259_MARKER: DS = TRIANGULATION STATION DISK
 RJ1259_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ1259+WITH SETTING: PAVEMENT
 RJ1259_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1259+STABILITY: SURFACE MOTION
 RJ1259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ1259+SATELLITE: SATELLITE OBSERVATIONS - 1988
 RJ1259
 RJ1259  HISTORY     - Date     Condition        Report By
 RJ1259  HISTORY     - 1984     MONUMENTED       CHS
 RJ1259  HISTORY     - 1988     GOOD             USACE
 RJ1259
 RJ1259                          STATION DESCRIPTION
 RJ1259
 RJ1259'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1259'THE STATION IS LOCATED IN SAULT STE MARIE, ONTARIO ON PART OF LOTS
 RJ1259'15, 16, 17, AND 18 OF TAYLOR AND ARNOIT SUBDIVISION DESIGNATED AS
 RJ1259'PART 5 ON PLAN 1 R-4897 ALGOMA DISTRICT.
 RJ1259'OWNERSHIP---SAULT STE MARIE REGION CONSERVATION AUTHORITY
 RJ1259'
 RJ1259'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1259'EAST FOR 0.24 KM (0.15 MI) ON RIDGE STREET TO ASHMUN STREET, TURN
 RJ1259'LEFT AND GO NORTH FOR 0.2 KM (0.1 MI) ON ASHMUN STREET TO PORTAGE
 RJ1259'AVENUE, TURN RIGHT AND GO EAST FOR 3.0 KM (1.85 MI) ON PORTAGE
 RJ1259'AVENUE TO AUNE OSBORNE BOAT LAUNCH. TRAVEL BY BOAT UPRIVER FOR 6
 RJ1259'MINUTES TO A PIER THAT IS BETWEEN THE TWO HOSPITAL BUILDINGS IN
 RJ1259'SAULT STE MARIE ONTARIO AND THE STATION.
 RJ1259'
 RJ1259'THE STATION IS A STANDARD CHS CAP,
 RJ1259'THAT IS STAMPED---10109 1984---,
 RJ1259'LOCATED 1.2 METERS (4 FT) FROM THE SOUTHWEST CORNER OF THE PIER.
 RJ1259'
 RJ1259'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 PH2283 ***********************************************************************
 PH2283  DESIGNATION -  DYKE CHS
 PH2283  PID         -  PH2283
 PH2283  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 PH2283  COUNTRY     -  CANADA
 PH2283  NTS MAPSHEET-  CORNWALL (2020)
 PH2283
 PH2283                         *CURRENT SURVEY CONTROL
 PH2283  ______________________________________________________________________
 PH2283* NAD 83(1996) POSITION- 45 01 51.55242(N) 074 49 43.41732(W)   ADJUSTED
 PH2283* NAVD 88 ORTHO HEIGHT -    68.    (meters)      223.    (feet) SCALED
 PH2283  ______________________________________________________________________
 PH2283  GEOID HEIGHT    -        -31.615 (meters)                     EGM08
 PH2283  HORZ ORDER      -  THIRD
 PH2283
 PH2283.The positional and height information provided upon this datasheet are not
 PH2283.officially recognized by the Government of Canada, provincial governments
 PH2283.within Canada, nor are they intended to replace or substitute for them.
 PH2283.The intent of sharing this data is to allow access to positions or heights
 PH2283.recognized by the United States Government. Passive control that is used by
 PH2283.both nations may share the same or similar designations or descriptions but
 PH2283.do not share official positions or heights. The 'Station Description' may
 PH2283.originate from a Canadian 'Station Report' and if so contains information
 PH2283.licensed under the 'Open Government License - Canada'.
 PH2283
 PH2283.The horizontal coordinates were established by classical geodetic methods
 PH2283.and adjusted by the National Geodetic Survey in January 1999.
 PH2283
 PH2283.The orthometric height was scaled from a topographic map.
 PH2283
 PH2283.Significant digits in the geoid height do not necessarily reflect accuracy.
 PH2283
 PH2283.Click photographs - Photos may exist for this station.
 PH2283
 PH2283. The following values were computed from the NAD 83(1996) position.
 PH2283
 PH2283;                    North         East     Units Scale Factor Converg.
 PH2283;UTM  18      - 4,986,406.915   513,491.652   MT  0.99960224   +0 07 16.2
 PH2283
 PH2283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2283!UTM  18      -   0.99999431  x   0.99960224  =   0.99959656
 PH2283
 PH2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1349186406(NAD 83)
 PH2283
 PH2283                          SUPERSEDED SURVEY CONTROL
 PH2283
 PH2283  NAD 83(1986)-  45 01 51.55058(N)    074 49 43.42967(W) AD(       ) 3
 PH2283  NAD 27      -  45 01 51.36300(N)    074 49 44.80500(W) AD(       ) 3
 PH2283
 PH2283.Superseded values are not recommended for survey control.
 PH2283
 PH2283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2283.See file dsdata.pdf to determine how the superseded data were derived.
 PH2283
 PH2283_MARKER: DD = SURVEY DISK
 PH2283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH2283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH2283+STABILITY: SURFACE MOTION
 PH2283
 PH2283  HISTORY     - Date     Condition        Report By
 PH2283  HISTORY     - 1958     MONUMENTED       CHS
 PH2283
 PH2283                          STATION DESCRIPTION
 PH2283
 PH2283'DESCRIBED BY CANADIAN HYDROGRAPHIC SERVICE 1958 (WMS)
 PH2283'ON THE DYKE ALONG THE CANADIAN SHORE UPSTREAM FROM THE
 PH2283'MOSES - SAUNDERS DAM.  THE STATION IS ABOUT 600 FEET FROM THE UPSTREAM
 PH2283'END OF THE DYKE, AND IS ON TOP OF THE LAKE SLOPE OF THE DYKE.
 PH2283'
 PH2283'STATION MARK--A CANADIAN HYDROGRAPHIC SERVICE BRASS TABLET SET IN A
 PH2283'CYLINDER OF CONCRETE WITH ITS TOP 4 INCHES BELOW THE SURFACE OF THE
 PH2283'GROUND.  THE TABLET IS NUMBERED 3900.  THE STATION IS REFERENCED BY
 PH2283'AN ARROW ON A ROCK POINTING TOWARDS THE STATION.  THE ROCK IS 2 - BY
 PH2283'2-1/2 - FEET BY 8 INCHES HIGH, LOCATED HALFWAY DOWN THE LAKE SLOPE OF
 PH2283'THE DYKE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0899 ***********************************************************************
 TC0899  DESIGNATION -  EARL
 TC0899  PID         -  TC0899
 TC0899  STATE/COUNTY-  ON/RAINY RIVER
 TC0899  COUNTRY     -  CANADA
 TC0899  NTS MAPSHEET-  PINEWOOD (2020)
 TC0899
 TC0899                         *CURRENT SURVEY CONTROL
 TC0899  ______________________________________________________________________
 TC0899* NAD 83(1996) POSITION- 48 40 27.15036(N) 094 14 58.65879(W)   ADJUSTED
 TC0899* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 TC0899  ______________________________________________________________________
 TC0899  GEOID HEIGHT    -        -29.383 (meters)                     EGM08
 TC0899  HORZ ORDER      -  THIRD
 TC0899
 TC0899.The positional and height information provided upon this datasheet are not
 TC0899.officially recognized by the Government of Canada, provincial governments
 TC0899.within Canada, nor are they intended to replace or substitute for them.
 TC0899.The intent of sharing this data is to allow access to positions or heights
 TC0899.recognized by the United States Government. Passive control that is used by
 TC0899.both nations may share the same or similar designations or descriptions but
 TC0899.do not share official positions or heights. The 'Station Description' may
 TC0899.originate from a Canadian 'Station Report' and if so contains information
 TC0899.licensed under the 'Open Government License - Canada'.
 TC0899
 TC0899.The horizontal coordinates were established by classical geodetic methods
 TC0899.and adjusted by the National Geodetic Survey in March 1999.
 TC0899
 TC0899.The orthometric height was scaled from a topographic map.
 TC0899
 TC0899.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0899
 TC0899.Click photographs - Photos may exist for this station.
 TC0899
 TC0899. The following values were computed from the NAD 83(1996) position.
 TC0899
 TC0899;                    North         East     Units Scale Factor Converg.
 TC0899;UTM  15      - 5,391,993.538   408,005.374   MT  0.99970397   -0 56 18.6
 TC0899
 TC0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0899!UTM  15      -   0.99995346  x   0.99970397  =   0.99965744
 TC0899
 TC0899:                Primary Azimuth Mark                     Grid Az
 TC0899:UTM  15      -  BOUNDARY REF MON 125 CD US RESET         011 25 28.2
 TC0899
 TC0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP0800591993(NAD 83)
 TC0899
 TC0899|---------------------------------------------------------------------|
 TC0899| PID    Reference Object                     Distance      Geod. Az  |
 TC0899|                                                           dddmmss.s |
 TC0899| TC1037 BOUNDARY REF MON 125 CD US RESET    431.981 METERS 0102909.6 |
 TC0899| TC0996 RAFT                                336.939 METERS 18907     |
 TC0899| TC0949 LOYD                                343.724 METERS 24821     |
 TC0899| TC0937 LEAVE                               353.645 METERS 31458     |
 TC0899|---------------------------------------------------------------------|
 TC0899
 TC0899                          SUPERSEDED SURVEY CONTROL
 TC0899
 TC0899  NAD 83(1986)-  48 40 27.13343(N)    094 14 58.64988(W) AD(       ) 3
 TC0899
 TC0899.Superseded values are not recommended for survey control.
 TC0899
 TC0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0899.See file dsdata.pdf to determine how the superseded data were derived.
 TC0899
 TC0899_MARKER: X = CHISELED CROSS
 TC0899_SETTING: 80 = SET IN A BOULDER
 TC0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0899+STABILITY: SURFACE MOTION
 TC0899
 TC0899  HISTORY     - Date     Condition        Report By
 TC0899  HISTORY     - 1914     MONUMENTED       IBC
 TC0899
 TC0899                          STATION DESCRIPTION
 TC0899
 TC0899'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC0899'ON THE EAST BANK OF RAINY RIVER, ABOUT THREE - EIGHTHS MILE NORTHEAST
 TC0899'OF THE FRONTIER (MINN) SCHOOLHOUSE.  THE STATION IS ON A LOW BENCH
 TC0899'ABOUT 2 METERS ABOVE AND 8 METERS BACK FROM THE RIVERS EDGE.  AN OLD
 TC0899'LOG CABIN IS SOUTH - SOUTHEAST ABOUT 40 METERS FROM THE STATION AND A
 TC0899'LARGE BARN BEARS SOUTHEAST ABOUT 90 METERS DISTANT.
 TC0899'
 TC0899'STATION MARK--A CROSS CUT IN A STONE.  SUBSURFACE MARK IS A BALL OF
 TC0899'WIRE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TA0111 ***********************************************************************
 TA0111  DESIGNATION -  ECHO
 TA0111  PID         -  TA0111
 TA0111  STATE/COUNTY-  ON/THUNDER BAY
 TA0111  COUNTRY     -  CANADA
 TA0111  NTS MAPSHEET-  MARKS LAKE (2020)
 TA0111
 TA0111                         *CURRENT SURVEY CONTROL
 TA0111  ______________________________________________________________________
 TA0111* NAD 83(1996) POSITION- 48 21 16.91171(N) 090 00 52.55275(W)   ADJUSTED
 TA0111* NAVD 88 ORTHO HEIGHT -   660.    (meters)     2165.    (feet) SCALED
 TA0111  ______________________________________________________________________
 TA0111  GEOID HEIGHT    -        -34.522 (meters)                     EGM08
 TA0111  HORZ ORDER      -  FIRST
 TA0111
 TA0111.The positional and height information provided upon this datasheet are not
 TA0111.officially recognized by the Government of Canada, provincial governments
 TA0111.within Canada, nor are they intended to replace or substitute for them.
 TA0111.The intent of sharing this data is to allow access to positions or heights
 TA0111.recognized by the United States Government. Passive control that is used by
 TA0111.both nations may share the same or similar designations or descriptions but
 TA0111.do not share official positions or heights. The 'Station Description' may
 TA0111.originate from a Canadian 'Station Report' and if so contains information
 TA0111.licensed under the 'Open Government License - Canada'.
 TA0111
 TA0111.The horizontal coordinates were established by classical geodetic methods
 TA0111.and adjusted by the National Geodetic Survey in March 1999.
 TA0111
 TA0111.The orthometric height was scaled from a topographic map.
 TA0111
 TA0111.Significant digits in the geoid height do not necessarily reflect accuracy.
 TA0111
 TA0111.Click photographs - Photos may exist for this station.
 TA0111
 TA0111. The following values were computed from the NAD 83(1996) position.
 TA0111
 TA0111;                    North         East     Units Scale Factor Converg.
 TA0111;UTM  15      - 5,360,031.995   721,155.140   MT  1.00020097   +2 13 54.5
 TA0111;UTM  16      - 5,360,116.688   276,682.287   MT  1.00021278   -2 15 13.2
 TA0111
 TA0111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TA0111!UTM  15      -   0.99990195  x   1.00020097  =   1.00010290
 TA0111!UTM  16      -   0.99990195  x   1.00021278  =   1.00011471
 TA0111
 TA0111:                Primary Azimuth Mark                     Grid Az
 TA0111:UTM  15      -  WHITEFISH                                163 39 30.5
 TA0111:UTM  16      -  WHITEFISH                                168 08 38.2
 TA0111
 TA0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UYP2115560031(NAD 83)
 TA0111
 TA0111|---------------------------------------------------------------------|
 TA0111| PID    Reference Object                     Distance      Geod. Az  |
 TA0111|                                                           dddmmss.s |
 TA0111| SZ0063 WHITEFISH                           APPROX.22.2 KM 1655325.0 |
 TA0111|---------------------------------------------------------------------|
 TA0111
 TA0111                          SUPERSEDED SURVEY CONTROL
 TA0111
 TA0111  NAD 83(1986)-  48 21 16.89823(N)    090 00 52.51684(W) AD(       ) 1
 TA0111  NAD 27      -  48 21 17.32000(N)    090 00 52.20800(W) AD(       ) 1
 TA0111
 TA0111.Superseded values are not recommended for survey control.
 TA0111
 TA0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TA0111.See file dsdata.pdf to determine how the superseded data were derived.
 TA0111
 TA0111_MARKER: B = BOLT
 TA0111_SETTING: 0 = UNSPECIFIED SETTING
 TA0111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TA0111
 TA0111  HISTORY     - Date     Condition        Report By
 TA0111  HISTORY     - 1913     MONUMENTED       GSC
 TA0111
 TA0111                          STATION DESCRIPTION
 TA0111
 TA0111'DESCRIBED BY GEODETIC SURVEY OF CANADA 1913
 TA0111'IN WOODS IN MARKS TOWNSHIP.  TO REACH FROM SILVER MOUNTAIN ON
 TA0111'BRANCH LINE OF CANADIAN NATIONAL RAILWAY BETWEEN PORT ARTHUR AND
 TA0111'NORTH LAKE, FOLLOW ROAD NORTH 6 MILES TO STATION SITE.  MARKED
 TA0111'BY COPPER BOLT STAMPED G.S.C. 1913 IN SOLID ROCK ABOUT 10
 TA0111'INCHES BELOW SURFACE, AND REFERENCED BY THREE COPPER BOLTS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0876 ***********************************************************************
 RJ0876  DESIGNATION -  ECHO IBC 1944
 RJ0876  PID         -  RJ0876
 RJ0876  STATE/COUNTY-  ON/ALGOMA
 RJ0876  COUNTRY     -  CANADA
 RJ0876  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ0876
 RJ0876                         *CURRENT SURVEY CONTROL
 RJ0876  ______________________________________________________________________
 RJ0876* NAD 83(1986) POSITION- 46 27 39.16201(N) 084 02 55.45233(W)   ADJUSTED
 RJ0876* NAVD 88 ORTHO HEIGHT -   271.    (meters)      889.    (feet) SCALED
 RJ0876  ______________________________________________________________________
 RJ0876  GEOID HEIGHT    -        -37.214 (meters)                     EGM08
 RJ0876  HORZ ORDER      -  THIRD
 RJ0876
 RJ0876.The positional and height information provided upon this datasheet are not
 RJ0876.officially recognized by the Government of Canada, provincial governments
 RJ0876.within Canada, nor are they intended to replace or substitute for them.
 RJ0876.The intent of sharing this data is to allow access to positions or heights
 RJ0876.recognized by the United States Government. Passive control that is used by
 RJ0876.both nations may share the same or similar designations or descriptions but
 RJ0876.do not share official positions or heights. The 'Station Description' may
 RJ0876.originate from a Canadian 'Station Report' and if so contains information
 RJ0876.licensed under the 'Open Government License - Canada'.
 RJ0876
 RJ0876.The horizontal coordinates were established by classical geodetic methods
 RJ0876.and adjusted by the National Geodetic Survey in July 1986.
 RJ0876
 RJ0876.The orthometric height was scaled from a topographic map.
 RJ0876
 RJ0876.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0876
 RJ0876.Click photographs - Photos may exist for this station.
 RJ0876
 RJ0876. The following values were computed from the NAD 83(1986) position.
 RJ0876
 RJ0876;                    North         East     Units Scale Factor Converg.
 RJ0876;UTM  16      - 5,149,488.933   726,613.372   MT  1.00023129   +2 08 25.0
 RJ0876;UTM  17      - 5,149,773.263   265,902.453   MT  1.00027368   -2 12 39.7
 RJ0876
 RJ0876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0876!UTM  16      -   0.99996335  x   1.00023129  =   1.00019463
 RJ0876!UTM  17      -   0.99996335  x   1.00027368  =   1.00023702
 RJ0876
 RJ0876:                Primary Azimuth Mark                     Grid Az
 RJ0876:UTM  16      -  LAIRD USLS                               170 12 52.6
 RJ0876:UTM  17      -  LAIRD USLS                               174 33 57.3
 RJ0876
 RJ0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2661349488(NAD 83)
 RJ0876
 RJ0876|---------------------------------------------------------------------|
 RJ0876| PID    Reference Object                     Distance      Geod. Az  |
 RJ0876|                                                           dddmmss.s |
 RJ0876| RJ0875 LAIRD USLS                          APPROX. 6.2 KM 1722117.6 |
 RJ0876|---------------------------------------------------------------------|
 RJ0876
 RJ0876                          SUPERSEDED SURVEY CONTROL
 RJ0876
 RJ0876  NAD 27      -  46 27 39.07900(N)    084 02 55.36200(W) AD(       ) 3
 RJ0876
 RJ0876.Superseded values are not recommended for survey control.
 RJ0876
 RJ0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0876.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0876
 RJ0876_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0876_SETTING: 66 = SET IN ROCK OUTCROP
 RJ0876_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RJ0876+STABILITY: POSITION/ELEVATION WELL
 RJ0876
 RJ0876  HISTORY     - Date     Condition        Report By
 RJ0876  HISTORY     - 1944     MONUMENTED       IBC
 RJ0876  HISTORY     - 1958     GOOD             IBC
 RJ0876
 RJ0876                          STATION DESCRIPTION
 RJ0876
 RJ0876'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RJ0876'ON THE HIGH W SHOULDER OF THE MOUNTAIN.  IT IS ABOUT 75 FEET FROM
 RJ0876'THE N EDGE OF THIS FLAT LEDGE, 6 FEET NE FROMA 4-FOOT DROP, AND 8
 RJ0876'FEET SE OF A GRADUAL SLOPE TO A LEVEL 3 FEET LOWER.
 RJ0876'
 RJ0876'STATION MARK IS A STANDARD I B C BRONZE DISK SET IN A DRILL HOLE
 RJ0876'IN THE SOLID LEDGE ROCK.  THIRTY FEET E OF THE STATION IS A CAIRN.
 RJ0876'NEARLY IN LINE WITH ROAD LEADING NORTH.
 RJ0876
 RJ0876                          STATION RECOVERY (1958)
 RJ0876
 RJ0876'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0876'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DL5252 ***********************************************************************
 DL5252  DESIGNATION -  EE
 DL5252  PID         -  DL5252
 DL5252  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 DL5252  COUNTRY     -  CANADA
 DL5252  NTS MAPSHEET-  CORNWALL (2020)
 DL5252
 DL5252                         *CURRENT SURVEY CONTROL
 DL5252  ______________________________________________________________________
 DL5252* NAD 83(1986) POSITION- 45 00 24.85   (N) 074 47 40.11   (W)   HD_HELD1
 DL5252* NAVD 88 ORTHO HEIGHT -    77.916 (meters)      255.63  (feet) ADJUSTED
 DL5252  ______________________________________________________________________
 DL5252  GEOID HEIGHT    -        -31.518 (meters)                     EGM08
 DL5252  DYNAMIC HEIGHT  -         77.914 (meters)      255.62  (feet) COMP
 DL5252  MODELED GRAVITY -    980,598.6   (mgal)                       NAVD 88
 DL5252
 DL5252  VERT ORDER      -  FIRST     CLASS II
 DL5252
 DL5252.The positional and height information provided upon this datasheet are not
 DL5252.officially recognized by the Government of Canada, provincial governments
 DL5252.within Canada, nor are they intended to replace or substitute for them.
 DL5252.The intent of sharing this data is to allow access to positions or heights
 DL5252.recognized by the United States Government. Passive control that is used by
 DL5252.both nations may share the same or similar designations or descriptions but
 DL5252.do not share official positions or heights. The 'Station Description' may
 DL5252.originate from a Canadian 'Station Report' and if so contains information
 DL5252.licensed under the 'Open Government License - Canada'.
 DL5252
 DL5252.The horizontal coordinates were determined by differentially corrected
 DL5252.hand held GPS observations or other comparable positioning techniques
 DL5252.and have an estimated accuracy of +/- 3 meters.
 DL5252
 DL5252.The orthometric height was determined by differential leveling and
 DL5252.adjusted by the NATIONAL GEODETIC SURVEY
 DL5252.in March 2024.
 DL5252
 DL5252.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5252
 DL5252.Click photographs - Photos may exist for this station.
 DL5252
 DL5252.The dynamic height is computed by dividing the NAVD 88
 DL5252.geopotential number by the normal gravity value computed on the
 DL5252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5252.degrees latitude (g = 980.6199 gals.).
 DL5252
 DL5252.The modeled gravity was interpolated from observed gravity values.
 DL5252
 DL5252
 DL5252_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1619683737(NAD 83)
 DL5252
 DL5252                          SUPERSEDED SURVEY CONTROL
 DL5252
 DL5252  NAVD 88 (10/14/09)   77.901  (m)          255.58   (f) SUPERSEDED  1 2
 DL5252
 DL5252.Superseded values are not recommended for survey control.
 DL5252
 DL5252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5252.See file dsdata.pdf to determine how the superseded data were derived.
 DL5252
 DL5252_MARKER: Z = SEE DESCRIPTION
 DL5252_SP_SET: DEFORMATION MONUMENT
 DL5252_MARK LOGO: NONE
 DL5252_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL5252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5252+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2022
 DL5252
 DL5252  HISTORY     - Date     Condition        Report By
 DL5252  HISTORY     - 1985     MONUMENTED       ONTAPW
 DL5252  HISTORY     - 20220912 GOOD             NGS
 DL5252
 DL5252                          STATION DESCRIPTION
 DL5252
 DL5252'DESCRIBED BY ONTARIO POWER GENERATION 1985
 DL5252'THE STATION IS LOCATED ABOUT 11.5 KM (7.1 MI) NORTHEAST OF MASSENA,
 DL5252'5.35 KM (3.3 MI) WEST-SOUTHWEST OF CORNWALL, CANADA AND AT THE CENTER
 DL5252'OF THE MOSES-SAUNDERS DAM.
 DL5252'
 DL5252'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 37 AND 131,
 DL5252'GO NORTHERLY ON HIGHWAY 131 (BARNHART ISLE ROAD) FOR 3.6 KM (2.2 MI)
 DL5252'TO THE TUNNEL AT THE EISENHOWER LOCK.  PASS THROUGH THE TUNNEL AND
 DL5252'CONTINUE NORTHERLY FOR 1.45 KM (0.9 MI) TO A CROSSROAD.  CONTINUE
 DL5252'AHEAD FOR 1.1 KM (0.7 MI) TO A SIDE ROAD RIGHT (BEACH MARINA ROAD).
 DL5252'CONTINUE AHEAD FOR 2.85 KM (1.8 MI) TO THE PASNY SECURITY BUILDING ON
 DL5252'THE RIGHT.  CONTINUE AHEAD FOR 1.15 KM (0.7 MI) TO THE DAM GO
 DL5252'NORTHWEST ON THE DAM FOR 0.55 KM (0.3 MI) TO THE JUST PAST THE CENTER
 DL5252'OF THE DAM, THE INTERNATIONAL BOUNDARY AND THE STATION.
 DL5252'
 DL5252'BM EE IS THE HIGHEST POINT OF A 5/8-INCH (13 CM) - 11 STAINLESS STEEL
 DL5252'THREADED STUD WITH A DOMED COVERED NEAR THE EAST EDGE OF THE CONCRETE
 DL5252'DECK OF THE HEADWORK, NEAR A EE PAINTED ON THE WALL, 2.105 M (6.9 FT)
 DL5252'SOUTH OF THE SOUTHEAST CORNER OF HEAD GATE HATCH COVER 14C, 0.92 M
 DL5252'(3.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF HEAD GATE HATCH COVER
 DL5252'15A, 0.765 M (2.5 FT) WEST OF THE EASTERNMOST RAIL OF THE OVERHEAD
 DL5252'GANTRY CRANE.
 DL5252
 DL5252                          STATION RECOVERY (2022)
 DL5252
 DL5252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (JAO)
 DL5252'THE MARK IS LOCATED 4.9 KM (3.0 MI) WEST-SOUTHWEST OF THE CORNWALL,
 DL5252'ONTARIO, CANADA CITY HALL AND WITHIN THE GROUNDS FOR THE ROBERT H.
 DL5252'SAUNDERS POWER DAM, ST. LAWRENCE GENERATING STATION, OPERATED BY
 DL5252'ONTARIO POWER GENERATION (OPG).
 DL5252'
 DL5252'CONTACT THE ENGINEERING DEPARTMENT AT 613-932-3072 TO OBTAIN
 DL5252'PERMISSION TO ACCESS THE MARK.
 DL5252'
 DL5252'THE HIGHEST POINT OF A 5/8-INCH (16 MM) - 11 THREADED STAINLESS STEEL
 DL5252'BOLT IN THE TOP CENTER OF A 23 CM (9 INCHES) ROUND HORIZONTAL CONTROL
 DL5252'2 CM (1 INCH) THICK STAINLESS STEEL BASE PLATE SET 2 CM (1 INCH) BELOW
 DL5252'THE CONCRETE SURFACE OF THE DECK NEAR THE DOWNSTREAM EDGE OF THE OPG
 DL5252'HEADWORKS.  THE STAINLESS STEEL PLATE IS CONNECTED TO TWO 15 CM (6
 DL5252'INCHES) LONG 6.35 MM (1/4 INCH) THREADED STAINLESS STEEL RODS GROUTED
 DL5252'INTO THE CONCRETE DECKING.
 DL5252'
 DL5252'SOUTHEAST OF AND INBETWEEN HEAD GATES 14 C AND 15 A.  2.105 M (6.9 FT)
 DL5252'SOUTH OF THE SOUTHEAST CORNER OF HEAD GATE HATCH COVER 14C, 0.92 M
 DL5252'(3.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF HEAD GATE HATCH COVER
 DL5252'15A, 0.765 M (2.5 FT) WEST OF THE EASTERNMOST RAIL OF THE OVERHEAD
 DL5252'GANTRY CRANE.
 DL5252'
 DL5252'NOTE - THE MONUMENT HAS RED PAINTED IDENTIFIER LETTERING "EE" ON THE
 DL5252'SOUTHEAST CONCRETE WALL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1372 ***********************************************************************
 RJ1372  DESIGNATION -  EGG=SNIPE BIP+166
 RJ1372  PID         -  RJ1372
 RJ1372  STATE/COUNTY-  ON/ALGOMA
 RJ1372  COUNTRY     -  CANADA
 RJ1372  NTS MAPSHEET-  ILE PARISIENNE (2020)
 RJ1372
 RJ1372                         *CURRENT SURVEY CONTROL
 RJ1372  ______________________________________________________________________
 RJ1372* NAD 83(1986) POSITION- 46 30 24.96884(N) 084 34 56.36707(W)   ADJUSTED
 RJ1372* NAVD 88 ORTHO HEIGHT -   204.    (meters)      669.    (feet) SCALED
 RJ1372  ______________________________________________________________________
 RJ1372  GEOID HEIGHT    -        -36.922 (meters)                     EGM08
 RJ1372  HORZ ORDER      -  SECOND
 RJ1372
 RJ1372.The positional and height information provided upon this datasheet are not
 RJ1372.officially recognized by the Government of Canada, provincial governments
 RJ1372.within Canada, nor are they intended to replace or substitute for them.
 RJ1372.The intent of sharing this data is to allow access to positions or heights
 RJ1372.recognized by the United States Government. Passive control that is used by
 RJ1372.both nations may share the same or similar designations or descriptions but
 RJ1372.do not share official positions or heights. The 'Station Description' may
 RJ1372.originate from a Canadian 'Station Report' and if so contains information
 RJ1372.licensed under the 'Open Government License - Canada'.
 RJ1372
 RJ1372.The horizontal coordinates were established by classical geodetic methods
 RJ1372.and adjusted by the National Geodetic Survey in May 1990.
 RJ1372
 RJ1372.The orthometric height was scaled from a topographic map.
 RJ1372
 RJ1372.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1372
 RJ1372.Click photographs - Photos may exist for this station.
 RJ1372
 RJ1372. The following values were computed from the NAD 83(1986) position.
 RJ1372
 RJ1372;                    North         East     Units Scale Factor Converg.
 RJ1372;UTM  16      - 5,153,213.896   685,486.413   MT  1.00002292   +1 45 15.9
 RJ1372
 RJ1372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1372!UTM  16      -   0.99997380  x   1.00002292  =   0.99999672
 RJ1372
 RJ1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS8548653213(NAD 83)
 RJ1372
 RJ1372                          SUPERSEDED SURVEY CONTROL
 RJ1372
 RJ1372.No superseded survey control is available for this station.
 RJ1372
 RJ1372_MARKER: DS = TRIANGULATION STATION DISK
 RJ1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1372_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 RJ1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1372+STABILITY: SURFACE MOTION
 RJ1372
 RJ1372  HISTORY     - Date     Condition        Report By
 RJ1372  HISTORY     - 1986     MONUMENTED       NOS
 RJ1372  HISTORY     - 1988     GOOD             USACE
 RJ1372
 RJ1372                          STATION DESCRIPTION
 RJ1372
 RJ1372'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1372'THE STATION IS LOCATED ABOUT 18.7 KM (11.6 MI)
 RJ1372'WEST OF SAULT STE MARIE
 RJ1372'11.4 KM (7.1 MI) NORTH OF BRIMLEY
 RJ1372'ON A SMALL ISLAND IN WHITEFISH BAY BETWEEN GROS CAP AND
 RJ1372'CHENE ISLAND TWP OF PARKE DISTRICT OF ALGOMA
 RJ1372'OWNERSHIP--CANADIAN MINISTRY OF NATURAL RESOURCES
 RJ1372'
 RJ1372'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1372'WEST FOR 1.0 KM (0.65 MI) ON RIDGE STREET,
 RJ1372'TURN LEFT AND GO SOUTH FOR 0.3 KM (0.2 MI) ON MERIDIAN STREET TO
 RJ1372'INTERSECTION OF MERIDIAN STREET AND SOUTH STREET,
 RJ1372'TURN RIGHT AND GO WEST FOR 1.0 KM (0.6 MI) ON A GRAVEL ROAD TO
 RJ1372'ASHMUN BAY BOAT LAUNCH. TRAVEL BY BOAT UPRIVER FOR 1.0 HOUR TO A
 RJ1372'SMALL ISLAND IN WHITEFISH BAY AND THE STATION.
 RJ1372'
 RJ1372'THE STATION IS A STANDARD NOS DISK
 RJ1372'STAMPED---EGG 1986---,
 RJ1372'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 RJ1372'15 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 RJ1372'EAST FROM THE BOTTOM OF THE STONE RIDGE ON THE
 RJ1372'SOUTHWEST BEND IN THE ISLAND.
 RJ1372'
 RJ1372'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0805 ***********************************************************************
 RJ0805  DESIGNATION -  ELM IBC 1943
 RJ0805  PID         -  RJ0805
 RJ0805  STATE/COUNTY-  ON/ALGOMA
 RJ0805  COUNTRY     -  CANADA
 RJ0805  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ0805
 RJ0805                         *CURRENT SURVEY CONTROL
 RJ0805  ______________________________________________________________________
 RJ0805* NAD 83(1986) POSITION- 46 32 16.91293(N) 084 13 42.69987(W)   ADJUSTED
 RJ0805* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0805  ______________________________________________________________________
 RJ0805  GEOID HEIGHT    -        -37.215 (meters)                     EGM08
 RJ0805  HORZ ORDER      -  THIRD
 RJ0805
 RJ0805.The positional and height information provided upon this datasheet are not
 RJ0805.officially recognized by the Government of Canada, provincial governments
 RJ0805.within Canada, nor are they intended to replace or substitute for them.
 RJ0805.The intent of sharing this data is to allow access to positions or heights
 RJ0805.recognized by the United States Government. Passive control that is used by
 RJ0805.both nations may share the same or similar designations or descriptions but
 RJ0805.do not share official positions or heights. The 'Station Description' may
 RJ0805.originate from a Canadian 'Station Report' and if so contains information
 RJ0805.licensed under the 'Open Government License - Canada'.
 RJ0805
 RJ0805.The horizontal coordinates were established by classical geodetic methods
 RJ0805.and adjusted by the National Geodetic Survey in July 1986.
 RJ0805
 RJ0805.The orthometric height was scaled from a topographic map.
 RJ0805
 RJ0805.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0805
 RJ0805.Click photographs - Photos may exist for this station.
 RJ0805
 RJ0805. The following values were computed from the NAD 83(1986) position.
 RJ0805
 RJ0805;                    North         East     Units Scale Factor Converg.
 RJ0805;UTM  16      - 5,157,561.225   712,507.624   MT  1.00015513   +2 00 44.5
 RJ0805
 RJ0805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0805!UTM  16      -   0.99997824  x   1.00015513  =   1.00013337
 RJ0805
 RJ0805:                Primary Azimuth Mark                     Grid Az
 RJ0805:UTM  16      -  HAY                                      055 42 28.7
 RJ0805
 RJ0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1250757561(NAD 83)
 RJ0805
 RJ0805|---------------------------------------------------------------------|
 RJ0805| PID    Reference Object                     Distance      Geod. Az  |
 RJ0805|                                                           dddmmss.s |
 RJ0805| RJ0804 LINE                                113.752 METERS 05243     |
 RJ0805| RJ0800 HAY                                 APPROX. 0.7 KM 0574313.2 |
 RJ0805|---------------------------------------------------------------------|
 RJ0805
 RJ0805                          SUPERSEDED SURVEY CONTROL
 RJ0805
 RJ0805  NAD 27      -  46 32 16.82600(N)    084 13 42.56800(W) AD(       ) 3
 RJ0805
 RJ0805.Superseded values are not recommended for survey control.
 RJ0805
 RJ0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0805.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0805
 RJ0805_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0805_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ0805+WITH SETTING: PAVEMENT
 RJ0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0805+STABILITY: SURFACE MOTION
 RJ0805
 RJ0805  HISTORY     - Date     Condition        Report By
 RJ0805  HISTORY     - 1943     MONUMENTED       IBC
 RJ0805
 RJ0805                          STATION DESCRIPTION
 RJ0805
 RJ0805'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0805'ON LOW GROUND, 1-1/4 MILES UPSTREAM FROM LITTLE LAKE GEORGE, AND
 RJ0805'1/2 MILE DOWNSTREAM FROM RANKIN SETTLEMENT.  IT IS ABOUT 300 FEET
 RJ0805'BACK FROM GRASSY SHORE, 2 FEET ABOVE HIGH - WATER MARK, 4.5 FEET SE
 RJ0805'OF A 26-INCH ELM TREE, 95 FEET SW OF A WIRE FENCE, ABOUT 100 FEET
 RJ0805'SSE OF A 24-INCH ELM, AND 150 FEET NE OF A 24-INCH ELM.
 RJ0805'
 RJ0805'STATION MARK IS A STANDARD I B C BRONZE - DISK STATION MARK SET
 RJ0805'IN A CYLINDER OF CONCRETE, 7 INCHES IN DIAMETER AND 20 INCHES LONG,
 RJ0805'FLUSH WITH GROUND.  SUBSURFACE MARK IS A ROUNDHEADED COPPER RIVET
 RJ0805'IN A CYLINDER OF CONCRETE 7 INCHES IN DIAMETER AND 10 INCHES LONG,
 RJ0805'SET 26 INCHES UNDERGROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TA0142 ***********************************************************************
 TA0142  DESIGNATION -  EMILY
 TA0142  PID         -  TA0142
 TA0142  STATE/COUNTY-  ON/RAINY RIVER
 TA0142  COUNTRY     -  CANADA
 TA0142  NTS MAPSHEET-  BASSWOOD LAKE (2020)
 TA0142
 TA0142                         *CURRENT SURVEY CONTROL
 TA0142  ______________________________________________________________________
 TA0142* NAD 83(1996) POSITION- 48 04 01.21999(N) 091 30 32.34612(W)   ADJUSTED
 TA0142* NAVD 88 ORTHO HEIGHT -   427.    (meters)     1401.    (feet) SCALED
 TA0142  ______________________________________________________________________
 TA0142  GEOID HEIGHT    -        -31.368 (meters)                     EGM08
 TA0142  HORZ ORDER      -  FIRST
 TA0142
 TA0142.The positional and height information provided upon this datasheet are not
 TA0142.officially recognized by the Government of Canada, provincial governments
 TA0142.within Canada, nor are they intended to replace or substitute for them.
 TA0142.The intent of sharing this data is to allow access to positions or heights
 TA0142.recognized by the United States Government. Passive control that is used by
 TA0142.both nations may share the same or similar designations or descriptions but
 TA0142.do not share official positions or heights. The 'Station Description' may
 TA0142.originate from a Canadian 'Station Report' and if so contains information
 TA0142.licensed under the 'Open Government License - Canada'.
 TA0142
 TA0142.The horizontal coordinates were established by classical geodetic methods
 TA0142.and adjusted by the National Geodetic Survey in March 1999.
 TA0142
 TA0142.The orthometric height was scaled from a topographic map.
 TA0142
 TA0142.Significant digits in the geoid height do not necessarily reflect accuracy.
 TA0142
 TA0142.Click photographs - Photos may exist for this station.
 TA0142
 TA0142. The following values were computed from the NAD 83(1996) position.
 TA0142
 TA0142;                    North         East     Units Scale Factor Converg.
 TA0142;UTM  15      - 5,324,822.964   611,077.587   MT  0.99975160   +1 06 33.5
 TA0142
 TA0142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TA0142!UTM  15      -   0.99993796  x   0.99975160  =   0.99968957
 TA0142
 TA0142:                Primary Azimuth Mark                     Grid Az
 TA0142:UTM  15      -  FOUND                                    166 53 59.3
 TA0142
 TA0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UXP1107724822(NAD 83)
 TA0142
 TA0142|---------------------------------------------------------------------|
 TA0142| PID    Reference Object                     Distance      Geod. Az  |
 TA0142|                                                           dddmmss.s |
 TA0142| TA0134 FOUND                               APPROX. 6.0 KM 1680032.8 |
 TA0142|---------------------------------------------------------------------|
 TA0142
 TA0142                          SUPERSEDED SURVEY CONTROL
 TA0142
 TA0142  NAD 83(1986)-  48 04 01.22058(N)    091 30 32.35117(W) AD(       ) 1
 TA0142  NAD 27      -  48 04 01.61000(N)    091 30 31.93300(W) AD(       ) 1
 TA0142
 TA0142.Superseded values are not recommended for survey control.
 TA0142
 TA0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TA0142.See file dsdata.pdf to determine how the superseded data were derived.
 TA0142
 TA0142
 TA0142  HISTORY     - Date     Condition        Report By
 TA0142  HISTORY     - 1914     MONUMENTED       IBC
 TA0142  HISTORY     - 1924     GOOD             CGS
 TA0142
 TA0142                          STATION DESCRIPTION
 TA0142
 TA0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 TA0142'ON NORTH SHORE OF BASSWOOD LAKE, ON SOUTH END OF POINT BETWEEN
 TA0142'MERRIAM AND BAYLEY BAYS, ON HIGHEST POINT OF ROCKS, ABOUT
 TA0142'100 METERS (328 FEET) BACK FROM SHORE LINE, AND ABOUT 30 METERS
 TA0142'(98 FEET) ABOVE LAKE LEVEL.  MARKED BY DRILL HOLE WITHIN
 TA0142'TRIANGLE CUT IN ROCK.  IN 1924, MASONRY PIER WITH COPPER BOLT
 TA0142'IN CENTER HAD BEEN BUILT OVER MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0901 ***********************************************************************
 TC0901  DESIGNATION -  EMPRESS
 TC0901  PID         -  TC0901
 TC0901  STATE/COUNTY-  ON/RAINY RIVER
 TC0901  COUNTRY     -  CANADA
 TC0901  NTS MAPSHEET-  RAINY RIVER (2020)
 TC0901
 TC0901                         *CURRENT SURVEY CONTROL
 TC0901  ______________________________________________________________________
 TC0901* NAD 83(1996) POSITION- 48 43 06.40218(N) 094 35 00.46537(W)   ADJUSTED
 TC0901* NAVD 88 ORTHO HEIGHT -   329.    (meters)     1079.    (feet) SCALED
 TC0901  ______________________________________________________________________
 TC0901  GEOID HEIGHT    -        -29.009 (meters)                     EGM08
 TC0901  HORZ ORDER      -  THIRD
 TC0901
 TC0901.The positional and height information provided upon this datasheet are not
 TC0901.officially recognized by the Government of Canada, provincial governments
 TC0901.within Canada, nor are they intended to replace or substitute for them.
 TC0901.The intent of sharing this data is to allow access to positions or heights
 TC0901.recognized by the United States Government. Passive control that is used by
 TC0901.both nations may share the same or similar designations or descriptions but
 TC0901.do not share official positions or heights. The 'Station Description' may
 TC0901.originate from a Canadian 'Station Report' and if so contains information
 TC0901.licensed under the 'Open Government License - Canada'.
 TC0901
 TC0901.The horizontal coordinates were established by classical geodetic methods
 TC0901.and adjusted by the National Geodetic Survey in March 1999.
 TC0901
 TC0901.The orthometric height was scaled from a topographic map.
 TC0901
 TC0901.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0901
 TC0901.Click photographs - Photos may exist for this station.
 TC0901
 TC0901. The following values were computed from the NAD 83(1996) position.
 TC0901
 TC0901;                    North         East     Units Scale Factor Converg.
 TC0901;UTM  15      - 5,397,366.986   383,532.037   MT  0.99976665   -1 11 24.2
 TC0901
 TC0901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0901!UTM  15      -   0.99995293  x   0.99976665  =   0.99971959
 TC0901
 TC0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8353297366(NAD 83)
 TC0901
 TC0901|---------------------------------------------------------------------|
 TC0901| PID    Reference Object                     Distance      Geod. Az  |
 TC0901|                                                           dddmmss.s |
 TC0901| TC0820 ASHES                               358.117 METERS 10000     |
 TC0901| TC0900 EMMA                                399.660 METERS 14816     |
 TC0901| TC0911 FURMAN                              346.730 METERS 21847     |
 TC0901|---------------------------------------------------------------------|
 TC0901
 TC0901                          SUPERSEDED SURVEY CONTROL
 TC0901
 TC0901  NAD 83(1986)-  48 43 06.38358(N)    094 35 00.46114(W) AD(       ) 3
 TC0901
 TC0901.Superseded values are not recommended for survey control.
 TC0901
 TC0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0901.See file dsdata.pdf to determine how the superseded data were derived.
 TC0901
 TC0901_MARKER: X = CHISELED CROSS
 TC0901_SETTING: 80 = SET IN A BOULDER
 TC0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0901+STABILITY: SURFACE MOTION
 TC0901
 TC0901  HISTORY     - Date     Condition        Report By
 TC0901  HISTORY     - 1914     MONUMENTED       IBC
 TC0901
 TC0901                          STATION DESCRIPTION
 TC0901
 TC0901'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC0901'ON THE NORTH BANK OF RAINY RIVER, ABOUT ONE - HALF MILE WEST OF THE
 TC0901'TOWN RAINY RIVER, ONTARIO, AND ABOUT 500 METERS EAST OF THE CANADIAN
 TC0901'NATIONAL RAILWAY BRIDGE.  THE STATION IS ABOUT 1 METER ABOVE AND 5
 TC0901'METERS BACK FROM THE WATER, 2 METERS SOUTH OF THE SOUTH RAIL OF THE
 TC0901'RAILROAD, 2 METERS EAST OF A SWITCH BLOCK, AND 80 METERS EAST OF THE
 TC0901'BARREL - STAVE FACTORY.
 TC0901'
 TC0901'STATION MARK--A CROSS CUT IN A STONE.  SUBSURFACE MARK IS A BALL OF
 TC0901'WIRE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 OG0320 ***********************************************************************
 OG0320  DESIGNATION -  F 410
 OG0320  PID         -  OG0320
 OG0320  STATE/COUNTY-  ON/NIAGARA
 OG0320  COUNTRY     -  CANADA
 OG0320  NTS MAPSHEET-  NIAGARA-ON-THE-LAKE (2020)
 OG0320
 OG0320                         *CURRENT SURVEY CONTROL
 OG0320  ______________________________________________________________________
 OG0320* NAD 83(1986) POSITION- 43 15 28.0    (N) 079 04 05.7    (W)   HD_HELD2
 OG0320* NAVD 88 ORTHO HEIGHT -    77.452 (meters)      254.11  (feet) ADJUSTED
 OG0320  ______________________________________________________________________
 OG0320  GEOID HEIGHT    -        -36.806 (meters)                     EGM08
 OG0320  DYNAMIC HEIGHT  -         77.436 (meters)      254.05  (feet) COMP
 OG0320  MODELED GRAVITY -    980,404.4   (mgal)                       NAVD 88
 OG0320
 OG0320  VERT ORDER      -  FIRST     CLASS 0
 OG0320
 OG0320.The positional and height information provided upon this datasheet are not
 OG0320.officially recognized by the Government of Canada, provincial governments
 OG0320.within Canada, nor are they intended to replace or substitute for them.
 OG0320.The intent of sharing this data is to allow access to positions or heights
 OG0320.recognized by the United States Government. Passive control that is used by
 OG0320.both nations may share the same or similar designations or descriptions but
 OG0320.do not share official positions or heights. The 'Station Description' may
 OG0320.originate from a Canadian 'Station Report' and if so contains information
 OG0320.licensed under the 'Open Government License - Canada'.
 OG0320
 OG0320.The horizontal coordinates were established by autonomous hand held GPS
 OG0320.observations and have an estimated accuracy of +/- 10 meters.
 OG0320
 OG0320.The orthometric height was determined by differential leveling and
 OG0320.adjusted by the NATIONAL GEODETIC SURVEY
 OG0320.in June 1991.
 OG0320
 OG0320.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0320
 OG0320.Click photographs - Photos may exist for this station.
 OG0320
 OG0320.The dynamic height is computed by dividing the NAVD 88
 OG0320.geopotential number by the normal gravity value computed on the
 OG0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0320.degrees latitude (g = 980.6199 gals.).
 OG0320
 OG0320.The modeled gravity was interpolated from observed gravity values.
 OG0320
 OG0320
 OG0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5679591252(NAD 83)
 OG0320
 OG0320                          SUPERSEDED SURVEY CONTROL
 OG0320
 OG0320.No superseded survey control is available for this station.
 OG0320
 OG0320_MARKER: DV = VERTICAL CONTROL DISK
 OG0320_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OG0320_STAMPING: F 410 1977
 OG0320_MARK LOGO: NGS
 OG0320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OG0320
 OG0320  HISTORY     - Date     Condition        Report By
 OG0320  HISTORY     - 1977     MONUMENTED       NGS
 OG0320  HISTORY     - 19770711 GOOD             NGS
 OG0320
 OG0320                          STATION DESCRIPTION
 OG0320
 OG0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 OG0320'IN NIAGARA ON THE LAKE.
 OG0320'0.2 MILE NORTHEAST ALONG KING STREET FROM THE INTERSECTION OF
 OG0320'KING AND QUEEN STREETS AT NIAGARA-ON-THE-LAKE TO DELATER STREET.
 OG0320'THE MARK IS SET ON THE EAST END OF QUEENS ROYAL PARK, 106 FEET
 OG0320'EAST OF A HISTORICAL SIGN, FIRST NEWSLETTER 1973, 100 FEET SOUTHWEST
 OG0320'OF RIVER BANK, 58 FEET NORTH OF THE SOUTHWEST CORNER OF
 OG0320'WHITE WOODEN FENCE AROUND A PALE GREEN TWO STORY HOUSE NUMBER 66,
 OG0320'26 FEET NORTHEAST OF THE EXTENDED LINE OF KING STREET, 16 FEET
 OG0320'NORTHEAST OF THE NORTHEAST EDGE OF SIDEWALK ON DELATER STREET,
 OG0320'AND 2 FEET SOUTHWEST OF A SMALL MAPLE TREE.
 OG0320'NOTE.THIS MARK IS JUST ACROSS THE CANADIAN BORDER.
 OG0320
 OG0320                          STATION RECOVERY (1977)
 OG0320
 OG0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (UNK)
 OG0320'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0903 ***********************************************************************
 TC0903  DESIGNATION -  FARM
 TC0903  PID         -  TC0903
 TC0903  STATE/COUNTY-  ON/RAINY RIVER
 TC0903  COUNTRY     -  CANADA
 TC0903  NTS MAPSHEET-  PINEWOOD (2020)
 TC0903
 TC0903                         *CURRENT SURVEY CONTROL
 TC0903  ______________________________________________________________________
 TC0903* NAD 83(1996) POSITION- 48 39 01.53623(N) 094 10 36.56753(W)   ADJUSTED
 TC0903* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 TC0903  ______________________________________________________________________
 TC0903  GEOID HEIGHT    -        -29.421 (meters)                     EGM08
 TC0903  HORZ ORDER      -  THIRD
 TC0903
 TC0903.The positional and height information provided upon this datasheet are not
 TC0903.officially recognized by the Government of Canada, provincial governments
 TC0903.within Canada, nor are they intended to replace or substitute for them.
 TC0903.The intent of sharing this data is to allow access to positions or heights
 TC0903.recognized by the United States Government. Passive control that is used by
 TC0903.both nations may share the same or similar designations or descriptions but
 TC0903.do not share official positions or heights. The 'Station Description' may
 TC0903.originate from a Canadian 'Station Report' and if so contains information
 TC0903.licensed under the 'Open Government License - Canada'.
 TC0903
 TC0903.The horizontal coordinates were established by classical geodetic methods
 TC0903.and adjusted by the National Geodetic Survey in March 1999.
 TC0903
 TC0903.The orthometric height was scaled from a topographic map.
 TC0903
 TC0903.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0903
 TC0903.Click photographs - Photos may exist for this station.
 TC0903
 TC0903. The following values were computed from the NAD 83(1996) position.
 TC0903
 TC0903;                    North         East     Units Scale Factor Converg.
 TC0903;UTM  15      - 5,389,264.828   413,324.097   MT  0.99969230   -0 53 00.6
 TC0903
 TC0903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0903!UTM  15      -   0.99995346  x   0.99969230  =   0.99964578
 TC0903
 TC0903:                Primary Azimuth Mark                     Grid Az
 TC0903:UTM  15      -  MULLEN                                   099 58 32.4
 TC0903
 TC0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP1332489264(NAD 83)
 TC0903
 TC0903|---------------------------------------------------------------------|
 TC0903| PID    Reference Object                     Distance      Geod. Az  |
 TC0903|                                                           dddmmss.s |
 TC0903| TC0965 MULLEN                              APPROX. 0.5 KM 0990531.8 |
 TC0903| TC0849 BRINDLE                             455.924 METERS 1522127.2 |
 TC0903| TC0905 FIRE                                385.922 METERS 21900     |
 TC0903| TC0929 JOE                                 360.201 METERS 27653     |
 TC0903|---------------------------------------------------------------------|
 TC0903
 TC0903                          SUPERSEDED SURVEY CONTROL
 TC0903
 TC0903  NAD 83(1986)-  48 39 01.52028(N)    094 10 36.55989(W) AD(       ) 3
 TC0903
 TC0903.Superseded values are not recommended for survey control.
 TC0903
 TC0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0903.See file dsdata.pdf to determine how the superseded data were derived.
 TC0903
 TC0903_MARKER: X = CHISELED CROSS
 TC0903_SETTING: 80 = SET IN A BOULDER
 TC0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0903+STABILITY: SURFACE MOTION
 TC0903
 TC0903  HISTORY     - Date     Condition        Report By
 TC0903  HISTORY     - 1914     MONUMENTED       IBC
 TC0903
 TC0903                          STATION DESCRIPTION
 TC0903
 TC0903'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC0903'ON THE NORTH BANK OF RAINY RIVER, ABOUT FIVE - EIGHTHS MILE WEST OF
 TC0903'THE BOUCHERVILLE (ONTARIO) POST OFFICE.  THE STATION IS ON A BENCH
 TC0903'ABOUT 2 METERS ABOVE AND 5 METERS BACK FROM THE RIVERS EDGE.  AN OLD
 TC0903'FARM - IMPLEMENT SHED IS ABOUT 12 METERS EAST OF THE STATION.
 TC0903'
 TC0903'STATION MARK--A CROSS CUT IN A STONE.  SUBSURFACE MARK IS A BALL OF
 TC0903'WIRE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 PJ0195 ***********************************************************************
 PJ0195  DESIGNATION -  FERRY
 PJ0195  PID         -  PJ0195
 PJ0195  STATE/COUNTY-  ON/FRONTENAC
 PJ0195  COUNTRY     -  CANADA
 PJ0195  NTS MAPSHEET-  WOLFE ISLAND (2020)
 PJ0195
 PJ0195                         *CURRENT SURVEY CONTROL
 PJ0195  ______________________________________________________________________
 PJ0195* NAD 83(1996) POSITION- 44 08 07.49639(N) 076 21 14.25723(W)   ADJUSTED
 PJ0195* NAVD 88 ORTHO HEIGHT -    76.    (meters)      249.    (feet) SCALED
 PJ0195  ______________________________________________________________________
 PJ0195  GEOID HEIGHT    -        -34.908 (meters)                     EGM08
 PJ0195  HORZ ORDER      -  THIRD
 PJ0195
 PJ0195.The positional and height information provided upon this datasheet are not
 PJ0195.officially recognized by the Government of Canada, provincial governments
 PJ0195.within Canada, nor are they intended to replace or substitute for them.
 PJ0195.The intent of sharing this data is to allow access to positions or heights
 PJ0195.recognized by the United States Government. Passive control that is used by
 PJ0195.both nations may share the same or similar designations or descriptions but
 PJ0195.do not share official positions or heights. The 'Station Description' may
 PJ0195.originate from a Canadian 'Station Report' and if so contains information
 PJ0195.licensed under the 'Open Government License - Canada'.
 PJ0195
 PJ0195.The horizontal coordinates were established by classical geodetic methods
 PJ0195.and adjusted by the National Geodetic Survey in January 1999.
 PJ0195
 PJ0195.The orthometric height was scaled from a topographic map.
 PJ0195
 PJ0195.Significant digits in the geoid height do not necessarily reflect accuracy.
 PJ0195
 PJ0195.Click photographs - Photos may exist for this station.
 PJ0195
 PJ0195. The following values were computed from the NAD 83(1996) position.
 PJ0195
 PJ0195;                    North         East     Units Scale Factor Converg.
 PJ0195;UTM  18      - 4,887,804.544   391,694.312   MT  0.99974427   -0 56 34.5
 PJ0195
 PJ0195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0195!UTM  18      -   0.99999349  x   0.99974427  =   0.99973776
 PJ0195
 PJ0195:                Primary Azimuth Mark                     Grid Az
 PJ0195:UTM  18      -  CARLETON TOWER                           035 52 05.2
 PJ0195
 PJ0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP9169487804(NAD 83)
 PJ0195
 PJ0195|---------------------------------------------------------------------|
 PJ0195| PID    Reference Object                     Distance      Geod. Az  |
 PJ0195|                                                           dddmmss.s |
 PJ0195| PJ0191 CARLETON TOWER                      APPROX. 6.1 KM 0345530.7 |
 PJ0195| PJ0335 TIBBETTS PT LIGHT USLS 222 IWC      APPROX. 4.1 KM 1984128.8 |
 PJ0195|---------------------------------------------------------------------|
 PJ0195
 PJ0195                          SUPERSEDED SURVEY CONTROL
 PJ0195
 PJ0195  NAD 83(1986)-  44 08 07.49924(N)    076 21 14.25136(W) AD(       ) 3
 PJ0195
 PJ0195.Superseded values are not recommended for survey control.
 PJ0195
 PJ0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0195.See file dsdata.pdf to determine how the superseded data were derived.
 PJ0195
 PJ0195_MARKER: B = BOLT
 PJ0195_SETTING: 0 = UNSPECIFIED SETTING
 PJ0195_MAGNETIC: N = NO MAGNETIC MATERIAL
 PJ0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PJ0195
 PJ0195  HISTORY     - Date     Condition        Report By
 PJ0195  HISTORY     - 1985     MONUMENTED       NOS
 PJ0195
 PJ0195                          STATION DESCRIPTION
 PJ0195
 PJ0195'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (MWJ)
 PJ0195'THE STATION IS NEAR THE SOUTHEAST CORNER OF THE FERRY LANDING
 PJ0195'PIER AT POINT ALEXANDRIA ON WOLFE ISLAND IN ONTARIO CANADA.
 PJ0195'
 PJ0195'TO REACH THE STATION FROM CAPE VINCENT NEW YORK GO BY BOAT
 PJ0195'NORTHWEST FOR ONE MILE TO THE FERRY LANDING AT ALEXANDRIA
 PJ0195'POINT IN ONTARIO, CANADA.  CLEARANCE MAY BE REQUIRED BY THE
 PJ0195'CANADIAN AUTHORITIES TO SURVEY WITHIN CANADA.
 PJ0195'
 PJ0195'THE STATION IS THE NORTHERN MOST BOLT SECURING A BOLLARD TO
 PJ0195'THE PIER NEAR THE SOUTHEAST CORNER OF THE PIER.
 PJ0195'
 PJ0195'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 PJ0195'
 PJ0195'DESCRIBED BY M JOHNSON.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TB1034 ***********************************************************************
 TB1034  DESIGNATION -  FISH
 TB1034  PID         -  TB1034
 TB1034  STATE/COUNTY-  ON/RAINY RIVER
 TB1034  COUNTRY     -  CANADA
 TB1034  NTS MAPSHEET-  LAC LA CROIX (2020)
 TB1034
 TB1034                         *CURRENT SURVEY CONTROL
 TB1034  ______________________________________________________________________
 TB1034* NAD 83(1996) POSITION- 48 23 25.24473(N) 092 20 12.01722(W)   ADJUSTED
 TB1034* NAVD 88 ORTHO HEIGHT -   411.    (meters)     1348.    (feet) SCALED
 TB1034  ______________________________________________________________________
 TB1034  GEOID HEIGHT    -        -31.870 (meters)                     EGM08
 TB1034  HORZ ORDER      -  FIRST
 TB1034
 TB1034.The positional and height information provided upon this datasheet are not
 TB1034.officially recognized by the Government of Canada, provincial governments
 TB1034.within Canada, nor are they intended to replace or substitute for them.
 TB1034.The intent of sharing this data is to allow access to positions or heights
 TB1034.recognized by the United States Government. Passive control that is used by
 TB1034.both nations may share the same or similar designations or descriptions but
 TB1034.do not share official positions or heights. The 'Station Description' may
 TB1034.originate from a Canadian 'Station Report' and if so contains information
 TB1034.licensed under the 'Open Government License - Canada'.
 TB1034
 TB1034.The horizontal coordinates were established by classical geodetic methods
 TB1034.and adjusted by the National Geodetic Survey in March 1999.
 TB1034
 TB1034.The orthometric height was scaled from a topographic map.
 TB1034
 TB1034.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB1034
 TB1034.Click photographs - Photos may exist for this station.
 TB1034
 TB1034. The following values were computed from the NAD 83(1996) position.
 TB1034
 TB1034;                    North         East     Units Scale Factor Converg.
 TB1034;UTM  15      - 5,359,899.557   549,106.775   MT  0.99962963   +0 29 45.5
 TB1034
 TB1034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TB1034!UTM  15      -   0.99994054  x   0.99962963  =   0.99957019
 TB1034
 TB1034:                Primary Azimuth Mark                     Grid Az
 TB1034:UTM  15      -  BURNT                                    108 16 01.6
 TB1034
 TB1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UWP4910659899(NAD 83)
 TB1034
 TB1034|---------------------------------------------------------------------|
 TB1034| PID    Reference Object                     Distance      Geod. Az  |
 TB1034|                                                           dddmmss.s |
 TB1034| TB1035 BURNT                               APPROX. 6.2 KM 1084547.1 |
 TB1034| CJ2509 FISH RM                              11.315 METERS 13958     |
 TB1034|---------------------------------------------------------------------|
 TB1034
 TB1034                          SUPERSEDED SURVEY CONTROL
 TB1034
 TB1034  NAD 83(1986)-  48 23 25.25799(N)    092 20 12.06932(W) AD(       ) 1
 TB1034  NAD 27      -  48 23 25.60200(N)    092 20 11.53600(W) AD(       ) 1
 TB1034
 TB1034.Superseded values are not recommended for survey control.
 TB1034
 TB1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB1034.See file dsdata.pdf to determine how the superseded data were derived.
 TB1034
 TB1034
 TB1034  HISTORY     - Date     Condition        Report By
 TB1034  HISTORY     - 1915     MONUMENTED       IBC
 TB1034  HISTORY     - 1924     GOOD             CGS
 TB1034
 TB1034                          STATION DESCRIPTION
 TB1034
 TB1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 TB1034'ABOUT 4 MILES NORTH OF EAST OF HEAD OF CLEAR WATER BAY, 3-1/2
 TB1034'MILES NORTHWEST OF LAC LA CROIX, 1 MILE NORTHWEST OF THOMPSON
 TB1034'LAKE, ON DIVIDE BETWEEN SAND POINT LAKE AND LAC LA CROIX,
 TB1034'AND ON STEEP BLUFF OVERLOOKING NORTH SHORE OF SMALL LAKE.
 TB1034'TO REACH FROM SAND POINT LAKE, GO VIA JOE LA FRANCES NARROWS
 TB1034'INTO CLEAR WATER BAY, PROCEED TO HEAD OF CLEAR WATER BAY,
 TB1034'TAKE 1/4 MILE PORTAGE INTO WHITEFISH LAKE, PROCEED 1-1/2
 TB1034'MILES TO EASTERN EXTREMITY OF LAKE AT MOUTH OF CREEK, FOLLOW
 TB1034'PORTAGE TRAIL WHICH LEADS UP LEFT BRANCH OF CREEK FROM OUTLET
 TB1034'AROUND NORTHWEST SHORE OF LAKE 1 MILE, GO UP SMALL CREEK
 TB1034'1/2 MILE TO SMALL LAKE AND CONTINUE AROUND EAST END OF LAKE
 TB1034'AND UP HILL TO STATION SITE.  MARKED BY STANDARD BRONZE
 TB1034'DISK OF INTERNATIONAL BOUNDARY COMMISSION IN OUTCROPPING
 TB1034'BOULDER.  REFERENCE MARK IS GEODETIC SURVEY OF CANADA BRONZE
 TB1034'DISK IN OUTCROPPING LEDGE 11.315 METERS (37.12 FEET) FROM
 TB1034'STATION S 40 DEG 02 MIN E.  REFERENCE MONUMENT 250
 TB1034'(IBC), MARKED BY STANDARD 8-INCH MANGANESE-BRONZE POST OF
 TB1034'INTERNATIONAL BOUNDARY COMMISSION, IS 0.08 METER (0.26
 TB1034'FOOT) FROM STATION N 72 DEG 53 MIN E..
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 QJ0207 ***********************************************************************
 QJ0207  DESIGNATION -  FLAT
 QJ0207  PID         -  QJ0207
 QJ0207  STATE/COUNTY-  ON/MANITOULIN
 QJ0207  COUNTRY     -  CANADA
 QJ0207  NTS MAPSHEET-  MELDRUM BAY (2020)
 QJ0207
 QJ0207                         *CURRENT SURVEY CONTROL
 QJ0207  ______________________________________________________________________
 QJ0207* NAD 83(1986) POSITION- 45 58 25.41486(N) 083 25 43.40856(W)   ADJUSTED
 QJ0207* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 QJ0207  ______________________________________________________________________
 QJ0207  GEOID HEIGHT    -        -37.719 (meters)                     EGM08
 QJ0207  HORZ ORDER      -  THIRD
 QJ0207
 QJ0207.The positional and height information provided upon this datasheet are not
 QJ0207.officially recognized by the Government of Canada, provincial governments
 QJ0207.within Canada, nor are they intended to replace or substitute for them.
 QJ0207.The intent of sharing this data is to allow access to positions or heights
 QJ0207.recognized by the United States Government. Passive control that is used by
 QJ0207.both nations may share the same or similar designations or descriptions but
 QJ0207.do not share official positions or heights. The 'Station Description' may
 QJ0207.originate from a Canadian 'Station Report' and if so contains information
 QJ0207.licensed under the 'Open Government License - Canada'.
 QJ0207
 QJ0207.The horizontal coordinates were established by classical geodetic methods
 QJ0207.and adjusted by the National Geodetic Survey in July 1986.
 QJ0207
 QJ0207.The orthometric height was scaled from a topographic map.
 QJ0207
 QJ0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0207
 QJ0207.Click photographs - Photos may exist for this station.
 QJ0207
 QJ0207. The following values were computed from the NAD 83(1986) position.
 QJ0207
 QJ0207;                    North         East     Units Scale Factor Converg.
 QJ0207;UTM  17      - 5,093,996.438   311,851.084   MT  1.00003521   -1 44 48.5
 QJ0207
 QJ0207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0207!UTM  17      -   0.99997833  x   1.00003521  =   1.00001354
 QJ0207
 QJ0207:                Primary Azimuth Mark                     Grid Az
 QJ0207:UTM  17      -  HEAD                                     282 07 11.5
 QJ0207
 QJ0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL1185193996(NAD 83)
 QJ0207
 QJ0207|---------------------------------------------------------------------|
 QJ0207| PID    Reference Object                     Distance      Geod. Az  |
 QJ0207|                                                           dddmmss.s |
 QJ0207| CH1144 FLAT RM 1                            12.856 METERS 08754     |
 QJ0207| CH1145 FLAT RM 2                             5.495 METERS 11040     |
 QJ0207| CH1146 FLAT RM 3                             8.884 METERS 17750     |
 QJ0207| QJ0213 HEAD                                APPROX. 3.8 KM 2802223.0 |
 QJ0207|---------------------------------------------------------------------|
 QJ0207
 QJ0207                          SUPERSEDED SURVEY CONTROL
 QJ0207
 QJ0207  NAD 27      -  45 58 25.33400(N)    083 25 43.42800(W) AD(       ) 3
 QJ0207
 QJ0207.Superseded values are not recommended for survey control.
 QJ0207
 QJ0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0207.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0207
 QJ0207_MARKER: DH = HORIZONTAL CONTROL DISK
 QJ0207_SETTING: 66 = SET IN ROCK OUTCROP
 QJ0207
 QJ0207  HISTORY     - Date     Condition        Report By
 QJ0207  HISTORY     - 1944     MONUMENTED       IBC
 QJ0207
 QJ0207                          STATION DESCRIPTION
 QJ0207
 QJ0207'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 QJ0207'ON A FLAT LEDGE OF BARE ROCK ON THE ROUNDING POINT ABOUT A MILE S
 QJ0207'OF MONK POINT, COCKBURN ISLAND, AT THE ENTRANCE TO FALSE DETOUR
 QJ0207'CHANNEL.  IT IS ON THE SECOND PROJECTION OF THIS POINT FROM THE N
 QJ0207'SIDE.  IT IS 8 FEET IN FROM THE SHORE WHICH DROPS ABRUPTLY 1-1/2
 QJ0207'FEET TO ANOTHER FLAT LEDGE A FOOT UNDER WATER.  IT IS OPPOSITE THE
 QJ0207'DOWNSTREAM END OF MARBLE HEAD ON DRUMMOND ISLAND.
 QJ0207'
 QJ0207'STATION MARK IS A STANDARD BRONZE I B C DISK IN A HOLE DRILLED IN
 QJ0207'THE LEDGE ROCK AND COUNTERSUNK TO PROTECT IT FROM ICE ACTION.
 QJ0207'
 QJ0207'REFERENCE MARK 1 IS A DRILL HOLE IN AN OUTCROPPING LEDGE, TRIANGULAR
 QJ0207'IN SHAPE AND 3 FEET ON A SIDE, AND 25 FEET FROM THE WATER.
 QJ0207'
 QJ0207'REFERENCE MARK 2 IS A DRILL HOLE IN THE SAME LEDGE THE STATION IS IN
 QJ0207'AND 19 FEET INSHORE FROM THE WATER.
 QJ0207'
 QJ0207'REFERENCE MARK 3 IS A DRILL HOLE IN A LARGE FLAT ROCK SE FROM THE
 QJ0207'STATION AND ON TOP OF A LARGE PILE OF ROCKS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 OG0940 ***********************************************************************
 OG0940  DESIGNATION -  FOOT IWC
 OG0940  PID         -  OG0940
 OG0940  STATE/COUNTY-  ON/NIAGARA
 OG0940  COUNTRY     -  CANADA
 OG0940  NTS MAPSHEET-  NIAGARA (2020)
 OG0940
 OG0940                         *CURRENT SURVEY CONTROL
 OG0940  ______________________________________________________________________
 OG0940* NAD 83(1996) POSITION- 43 03 43.98580(N) 079 00 54.83490(W)   ADJUSTED
 OG0940* NAVD 88 ORTHO HEIGHT -   174.    (meters)      571.    (feet) SCALED
 OG0940  ______________________________________________________________________
 OG0940  GEOID HEIGHT    -        -36.266 (meters)                     EGM08
 OG0940  HORZ ORDER      -  THIRD
 OG0940
 OG0940.The positional and height information provided upon this datasheet are not
 OG0940.officially recognized by the Government of Canada, provincial governments
 OG0940.within Canada, nor are they intended to replace or substitute for them.
 OG0940.The intent of sharing this data is to allow access to positions or heights
 OG0940.recognized by the United States Government. Passive control that is used by
 OG0940.both nations may share the same or similar designations or descriptions but
 OG0940.do not share official positions or heights. The 'Station Description' may
 OG0940.originate from a Canadian 'Station Report' and if so contains information
 OG0940.licensed under the 'Open Government License - Canada'.
 OG0940
 OG0940.The horizontal coordinates were established by classical geodetic methods
 OG0940.and adjusted by the National Geodetic Survey in January 1999.
 OG0940
 OG0940.The orthometric height was scaled from a topographic map.
 OG0940
 OG0940.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0940
 OG0940.Click photographs - Photos may exist for this station.
 OG0940
 OG0940. The following values were computed from the NAD 83(1996) position.
 OG0940
 OG0940;                    North         East     Units Scale Factor Converg.
 OG0940;UTM  17      - 4,769,635.748   661,614.089   MT  0.99992132   +1 21 19.7
 OG0940
 OG0940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0940!UTM  17      -   0.99997843  x   0.99992132  =   0.99989975
 OG0940
 OG0940:                Primary Azimuth Mark                     Grid Az
 OG0940:UTM  17      -  GRASS                                    304 31 25.2
 OG0940
 OG0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6161469635(NAD 83)
 OG0940
 OG0940|---------------------------------------------------------------------|
 OG0940| PID    Reference Object                     Distance      Geod. Az  |
 OG0940|                                                           dddmmss.s |
 OG0940| OG0952 GRASS                               APPROX. 3.1 KM 3055244.9 |
 OG0940|---------------------------------------------------------------------|
 OG0940
 OG0940                          SUPERSEDED SURVEY CONTROL
 OG0940
 OG0940  NAD 83(1986)-  43 03 43.99166(N)    079 00 54.83278(W) AD(       ) 3
 OG0940  NAD 27      -  43 03 43.78846(N)    079 00 55.67919(W) AD(       ) 3
 OG0940
 OG0940.Superseded values are not recommended for survey control.
 OG0940
 OG0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0940.See file dsdata.pdf to determine how the superseded data were derived.
 OG0940
 OG0940_MARKER: B = BOLT
 OG0940_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OG0940_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0940
 OG0940  HISTORY     - Date     Condition        Report By
 OG0940  HISTORY     - 1909     MONUMENTED       IWC
 OG0940  HISTORY     - 1956     SEE DESCRIPTION  IBC
 OG0940
 OG0940                          STATION DESCRIPTION
 OG0940
 OG0940'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1909 (GCB)
 OG0940'ON THE EXTREME NORTH END OF NAVY ISLAND IN THE NIAGARA RIVER, AT THE
 OG0940'EDGE OF THE BRUSH AND OPPOSITE CONNERS ISLAND.
 OG0940'
 OG0940'STATION MARK, THE STATION MARK IS A BRASS BOLT 3/8-INCH IN DIAMETER
 OG0940'SET 6 INCHES ABOVE THE SURFACE OF THE GROUND IN THE TOP OF A CYLINDER
 OG0940'OF CONCRETE.  SEE DESCRIPTION OF---FOOT-SUB.---
 OG0940
 OG0940                          STATION RECOVERY (1956)
 OG0940
 OG0940'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956 (NWS)
 OG0940'CONCRETE CYLINDER FOUND BROKEN OFF AT GROUND BUT STILL IN PLACE.
 OG0940'RESET IN CONCRETE 20 INCHES UNDERGROUND AND THE OLD SURFACE FINDER
 OG0940'MARKED IWC 1909 PLACED OVER THE MARK, FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 OG1026 ***********************************************************************
 OG1026  DESIGNATION -  FOOT SUB IBC
 OG1026  PID         -  OG1026
 OG1026  STATE/COUNTY-  ON/NIAGARA
 OG1026  COUNTRY     -  CANADA
 OG1026  NTS MAPSHEET-  NIAGARA (2020)
 OG1026
 OG1026                         *CURRENT SURVEY CONTROL
 OG1026  ______________________________________________________________________
 OG1026* NAD 83(1996) POSITION- 43 03 44.05083(N) 079 00 54.26647(W)   ADJUSTED
 OG1026* NAVD 88 ORTHO HEIGHT -   174.    (meters)      571.    (feet) SCALED
 OG1026  ______________________________________________________________________
 OG1026  GEOID HEIGHT    -        -36.266 (meters)                     EGM08
 OG1026  HORZ ORDER      -  THIRD
 OG1026
 OG1026.The positional and height information provided upon this datasheet are not
 OG1026.officially recognized by the Government of Canada, provincial governments
 OG1026.within Canada, nor are they intended to replace or substitute for them.
 OG1026.The intent of sharing this data is to allow access to positions or heights
 OG1026.recognized by the United States Government. Passive control that is used by
 OG1026.both nations may share the same or similar designations or descriptions but
 OG1026.do not share official positions or heights. The 'Station Description' may
 OG1026.originate from a Canadian 'Station Report' and if so contains information
 OG1026.licensed under the 'Open Government License - Canada'.
 OG1026
 OG1026.The horizontal coordinates were established by classical geodetic methods
 OG1026.and adjusted by the National Geodetic Survey in January 1999.
 OG1026
 OG1026.The orthometric height was scaled from a topographic map.
 OG1026
 OG1026.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG1026
 OG1026.Click photographs - Photos may exist for this station.
 OG1026
 OG1026. The following values were computed from the NAD 83(1996) position.
 OG1026
 OG1026;                    North         East     Units Scale Factor Converg.
 OG1026;UTM  17      - 4,769,638.058   661,626.899   MT  0.99992137   +1 21 20.1
 OG1026
 OG1026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG1026!UTM  17      -   0.99997843  x   0.99992137  =   0.99989980
 OG1026
 OG1026:                Primary Azimuth Mark                     Grid Az
 OG1026:UTM  17      -  HOG                                      272 59 52.0
 OG1026
 OG1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6162669638(NAD 83)
 OG1026
 OG1026|---------------------------------------------------------------------|
 OG1026| PID    Reference Object                     Distance      Geod. Az  |
 OG1026|                                                           dddmmss.s |
 OG1026| OG0939 NF KIMBERLY CLARK TANK IBC          APPROX. 3.1 KM 0025100.3 |
 OG1026| OG1027 FOOT SUB RM 1 IBC                     8.717 METERS 20946     |
 OG1026| OG0940 FOOT IWC                             13.018 METERS 26108     |
 OG1026| OG0953 HOG                                 APPROX. 2.6 KM 2742112.1 |
 OG1026| OG0907 NIAGARA FALLS UNIT OFF BLDG FP      APPROX. 4.6 KM 3040138.4 |
 OG1026| OG0960 NF SHREDDED WHEAT BLDG IBC          APPROX. 4.1 KM 3041819.6 |
 OG1026| OG0951 NF HOLY TRINITY CH CROSS IBC        APPROX. 3.6 KM 3192900.1 |
 OG1026|---------------------------------------------------------------------|
 OG1026
 OG1026                          SUPERSEDED SURVEY CONTROL
 OG1026
 OG1026  NAD 83(1986)-  43 03 44.05669(N)    079 00 54.26436(W) AD(       ) 3
 OG1026  NAD 27      -  43 03 43.85350(N)    079 00 55.11076(W) AD(       ) 3
 OG1026
 OG1026.Superseded values are not recommended for survey control.
 OG1026
 OG1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG1026.See file dsdata.pdf to determine how the superseded data were derived.
 OG1026
 OG1026_MARKER: Z = SEE DESCRIPTION
 OG1026_SETTING: 0 = UNSPECIFIED SETTING
 OG1026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG1026
 OG1026  HISTORY     - Date     Condition        Report By
 OG1026  HISTORY     - 1941     MONUMENTED       IBC
 OG1026  HISTORY     - 1956     GOOD             IBC
 OG1026
 OG1026                          STATION DESCRIPTION
 OG1026
 OG1026'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 OG1026'ON THE EXTREME NORTH END OF NAVY ISLAND IN THE NIAGARA RIVER.  THE
 OG1026'STATION WAS ESTABLISHED TO AVOID CLEARING LINES OF SIGHT.  IT WAS IN
 OG1026'SOFT GROUND WHERE IT WAS NOT PRACTICABLE TO PERMANENTLY MARK IT.
 OG1026'TWO PERMANENT REFERENCES WERE MADE.  REFERENCE MARK NO 1 IS AN IBC
 OG1026'STANDARD BRONZE - DISK STATION MARK SET IN A DRILL HOLE IN A ROCK
 OG1026'SHOWING ABOUT 16 BY 16 INCHES OF SURFACE 1 INCH ABOVE THE GROUND AND
 OG1026'LOCATED ABOUT 10 FEET INSIDE THE TREE LINE AND ABOUT 8 FEET OUTSIDE
 OG1026'THE SMALL MARSHY CREEK THAT FLOWS BACK OF THE STATION AND INTO THE
 OG1026'RIVER A LITTLE TO THE WEST OF THE STATION.  REFERENCE NO 2 IS
 OG1026'STATION---FOOT-I.W.C.---(SEE DESCRIPTION OF THAT STATION)9
 OG1026
 OG1026                          STATION RECOVERY (1956)
 OG1026
 OG1026'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956 (NWS)
 OG1026'REFERENCES RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 OG1027 ***********************************************************************
 OG1027  DESIGNATION -  FOOT SUB RM 1 IBC
 OG1027  PID         -  OG1027
 OG1027  STATE/COUNTY-  ON/NIAGARA
 OG1027  COUNTRY     -  CANADA
 OG1027  NTS MAPSHEET-  NIAGARA (2020)
 OG1027
 OG1027                         *CURRENT SURVEY CONTROL
 OG1027  ______________________________________________________________________
 OG1027* NAD 83(1996) POSITION- 43 03 43.80562(N) 079 00 54.45770(W)   ADJUSTED
 OG1027* NAVD 88 ORTHO HEIGHT -   175.    (meters)      574.    (feet) SCALED
 OG1027  ______________________________________________________________________
 OG1027  GEOID HEIGHT    -        -36.266 (meters)                     EGM08
 OG1027  HORZ ORDER      -  THIRD
 OG1027
 OG1027.The positional and height information provided upon this datasheet are not
 OG1027.officially recognized by the Government of Canada, provincial governments
 OG1027.within Canada, nor are they intended to replace or substitute for them.
 OG1027.The intent of sharing this data is to allow access to positions or heights
 OG1027.recognized by the United States Government. Passive control that is used by
 OG1027.both nations may share the same or similar designations or descriptions but
 OG1027.do not share official positions or heights. The 'Station Description' may
 OG1027.originate from a Canadian 'Station Report' and if so contains information
 OG1027.licensed under the 'Open Government License - Canada'.
 OG1027
 OG1027.The horizontal coordinates were established by classical geodetic methods
 OG1027.and adjusted by the National Geodetic Survey in January 1999.
 OG1027
 OG1027.The orthometric height was scaled from a topographic map.
 OG1027
 OG1027.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG1027
 OG1027.Click photographs - Photos may exist for this station.
 OG1027
 OG1027. The following values were computed from the NAD 83(1996) position.
 OG1027
 OG1027;                    North         East     Units Scale Factor Converg.
 OG1027;UTM  17      - 4,769,630.392   661,622.753   MT  0.99992135   +1 21 20.0
 OG1027
 OG1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG1027!UTM  17      -   0.99997827  x   0.99992135  =   0.99989962
 OG1027
 OG1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6162269630(NAD 83)
 OG1027
 OG1027                          SUPERSEDED SURVEY CONTROL
 OG1027
 OG1027  NAD 83(1986)-  43 03 43.81148(N)    079 00 54.45559(W) AD(       ) 3
 OG1027  NAD 27      -  43 03 43.60828(N)    079 00 55.30199(W) AD(       ) 3
 OG1027
 OG1027.Superseded values are not recommended for survey control.
 OG1027
 OG1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG1027.See file dsdata.pdf to determine how the superseded data were derived.
 OG1027
 OG1027_MARKER: DD = SURVEY DISK
 OG1027_SETTING: 80 = SET IN A BOULDER
 OG1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG1027+STABILITY: SURFACE MOTION
 OG1027
 OG1027  HISTORY     - Date     Condition        Report By
 OG1027  HISTORY     - 1941     MONUMENTED       IBC
 OG1027
 OG1027                          STATION DESCRIPTION
 OG1027
 OG1027'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 OG1027'ON THE EXTREME NORTH END OF NAVY ISLAND IN THE NIAGARA RIVER.
 OG1027'
 OG1027'STATION MARK IS AN IBC STANDARD BRONZE - DISK STATION MARK SET IN A
 OG1027'DRILL HOLE IN A ROCK SHOWING ABOUT 16 BY 16 INCHES OF SURFACE 1 INCH
 OG1027'ABOVE THE GROUND AND LOCATED ABOUT 10 FEET INSIDE THE TREE LINE AND
 OG1027'ABOUT 8 FEET OUTSIDE THE SMALL MARSHY CREEK THAT FLOWS BACK OF THE
 OG1027'STATION AND INTO THE RIVER A LITTLE TO THE WEST OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TB0883 ***********************************************************************
 TB0883  DESIGNATION -  FORT
 TB0883  PID         -  TB0883
 TB0883  STATE/COUNTY-  ON/RAINY RIVER
 TB0883  COUNTRY     -  CANADA
 TB0883  NTS MAPSHEET-  FORT FRANCES (2020)
 TB0883
 TB0883                         *CURRENT SURVEY CONTROL
 TB0883  ______________________________________________________________________
 TB0883* NAD 83(1996) POSITION- 48 36 49.74936(N) 093 23 31.16806(W)   ADJUSTED
 TB0883* NAVD 88 ORTHO HEIGHT -   341.    (meters)     1119.    (feet) SCALED
 TB0883  ______________________________________________________________________
 TB0883  GEOID HEIGHT    -        -30.759 (meters)                     EGM08
 TB0883  HORZ ORDER      -  SECOND
 TB0883
 TB0883.The positional and height information provided upon this datasheet are not
 TB0883.officially recognized by the Government of Canada, provincial governments
 TB0883.within Canada, nor are they intended to replace or substitute for them.
 TB0883.The intent of sharing this data is to allow access to positions or heights
 TB0883.recognized by the United States Government. Passive control that is used by
 TB0883.both nations may share the same or similar designations or descriptions but
 TB0883.do not share official positions or heights. The 'Station Description' may
 TB0883.originate from a Canadian 'Station Report' and if so contains information
 TB0883.licensed under the 'Open Government License - Canada'.
 TB0883
 TB0883.The horizontal coordinates were established by classical geodetic methods
 TB0883.and adjusted by the National Geodetic Survey in March 1999.
 TB0883
 TB0883.The orthometric height was scaled from a topographic map.
 TB0883
 TB0883.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB0883
 TB0883.Click photographs - Photos may exist for this station.
 TB0883
 TB0883. The following values were computed from the NAD 83(1996) position.
 TB0883
 TB0883;                    North         East     Units Scale Factor Converg.
 TB0883;UTM  15      - 5,384,601.499   471,107.803   MT  0.99961026   -0 17 38.8
 TB0883
 TB0883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TB0883!UTM  15      -   0.99995132  x   0.99961026  =   0.99956160
 TB0883
 TB0883:                Primary Azimuth Mark                     Grid Az
 TB0883:UTM  15      -  ZERO                                     045 38 57.5
 TB0883
 TB0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP7110784601(NAD 83)
 TB0883
 TB0883|---------------------------------------------------------------------|
 TB0883| PID    Reference Object                     Distance      Geod. Az  |
 TB0883|                                                           dddmmss.s |
 TB0883| TB0868 ZERO                                APPROX. 3.5 KM 0452118.7 |
 TB0883| CO6840 FORT RM                                            09537     |
 TB0883| TB0988 FORT FRANCES W BASE ECC RESET       APPROX. 9.5 KM 2701405.9 |
 TB0883|---------------------------------------------------------------------|
 TB0883
 TB0883                          SUPERSEDED SURVEY CONTROL
 TB0883
 TB0883  NAD 83(1986)-  48 36 49.73640(N)    093 23 31.18258(W) AD(       ) 2
 TB0883  NAD 27      -  48 36 49.96127(N)    093 23 30.65703(W) AD(       ) 2
 TB0883  USSD        -  48 36 50.52500(N)    093 23 30.27700(W) AD(       ) 3
 TB0883
 TB0883.Superseded values are not recommended for survey control.
 TB0883
 TB0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0883.See file dsdata.pdf to determine how the superseded data were derived.
 TB0883
 TB0883
 TB0883  HISTORY     - Date     Condition        Report By
 TB0883  HISTORY     - 1923     MONUMENTED       CGS
 TB0883  HISTORY     - 1925     GOOD             CGS
 TB0883
 TB0883                          STATION DESCRIPTION
 TB0883
 TB0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 TB0883'IN FORT FRANCES, ON SOUTH SIDE OF FOURTH STREET, AND 38.25
 TB0883'METERS (125.5 FEET) FROM EAST SIDE OF VICTORIA STREET.  SURFACE
 TB0883'AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 TB0883'UPPER MARK IS 2 FEET BELOW GROUND.  REFERENCE
 TB0883'MARK IS STANDARD REFERENCE DISK IN CONCRETE, ON
 TB0883'EAST SIDE OF CHRISTY STREET, 5.58 METERS (18.3 FEET) FROM
 TB0883'SOUTH FENCE LINE, 7.11 METERS (23.3 FEET) FROM TELEPHONE POLE,
 TB0883'AND 76.41 METERS (250.7 FEET) FROM STATION S 84 DEG 23 MIN E.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TB0889 ***********************************************************************
 TB0889  DESIGNATION -  FORT FRANCES NW BELL MW CGE 54
 TB0889  PID         -  TB0889
 TB0889  STATE/COUNTY-  ON/RAINY RIVER
 TB0889  COUNTRY     -  CANADA
 TB0889  NTS MAPSHEET-  FORT FRANCES (2020)
 TB0889
 TB0889                         *CURRENT SURVEY CONTROL
 TB0889  ______________________________________________________________________
 TB0889* NAD 83(1996) POSITION- 48 35 57.53931(N) 093 27 03.44122(W)   ADJUSTED
 TB0889  ______________________________________________________________________
 TB0889  GEOID HEIGHT    -        -30.637 (meters)                     EGM08
 TB0889  HORZ ORDER      -  THIRD
 TB0889
 TB0889.The positional and height information provided upon this datasheet are not
 TB0889.officially recognized by the Government of Canada, provincial governments
 TB0889.within Canada, nor are they intended to replace or substitute for them.
 TB0889.The intent of sharing this data is to allow access to positions or heights
 TB0889.recognized by the United States Government. Passive control that is used by
 TB0889.both nations may share the same or similar designations or descriptions but
 TB0889.do not share official positions or heights. The 'Station Description' may
 TB0889.originate from a Canadian 'Station Report' and if so contains information
 TB0889.licensed under the 'Open Government License - Canada'.
 TB0889
 TB0889.The horizontal coordinates were established by classical geodetic methods
 TB0889.and adjusted by the National Geodetic Survey in March 1999.
 TB0889
 TB0889.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB0889
 TB0889.Click photographs - Photos may exist for this station.
 TB0889
 TB0889. The following values were computed from the NAD 83(1996) position.
 TB0889
 TB0889;                    North         East     Units Scale Factor Converg.
 TB0889;UTM  15      - 5,383,013.396   466,752.223   MT  0.99961358   -0 20 17.8
 TB0889
 TB0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP6675283013(NAD 83)
 TB0889
 TB0889                          SUPERSEDED SURVEY CONTROL
 TB0889
 TB0889  NAD 83(1986)-  48 35 57.52741(N)    093 27 03.45547(W) AD(       ) 3
 TB0889  NAD 27      -  48 35 57.74261(N)    093 27 02.92604(W) AD(       ) 3
 TB0889
 TB0889.Superseded values are not recommended for survey control.
 TB0889
 TB0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0889.See file dsdata.pdf to determine how the superseded data were derived.
 TB0889
 TB0889_MARKER: 44 = MICROWAVE MAST
 TB0889
 TB0889  HISTORY     - Date     Condition        Report By
 TB0889  HISTORY     - 1967     FIRST OBSERVED   CGS
 TB0889  HISTORY     - 1978     GOOD             MNDT
 TB0889
 TB0889                          STATION DESCRIPTION
 TB0889
 TB0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 TB0889'STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF FORT FRANCES AND 1/2
 TB0889'MILE SOUTH OF THE KINGS HIGHWAYS 11 AND 71.
 TB0889'
 TB0889'TO REACH FROM THE JUNCTION OF THE KINGS HIGHWAYS 11 AND 71 IN
 TB0889'FORT FRANCES, GO NORTHWEST, THENCE WEST ON THE KINGS HIGHWAYS 11
 TB0889'AND 71 FOR 1.8 MILES TO THE WALLEYE TRAILER PARK ON LEFT, CONTINUE
 TB0889'WESTERLY ON HIGHWAY FOR 0.7 MILE TO BOUNDARY ROAD ON LEFT.  TURN
 TB0889'LEFT AND GO SOUTH 0.5 MILE TO STATION ON RIGHT AS DESCRIBED.
 TB0889'
 TB0889'THE MAST IS 246 FEET HIGH, IS PAINTED RED AND WHITE, HAS RED
 TB0889'LIGHT ON TOP, HAS A LARGE REFLECTOR ON TOP AND 2 MIDWAY
 TB0889'LIGHTS.  ANOTHER MAST IS STANDING JUST TO THE NORTH OF MICROWAVE
 TB0889'MAST, BUT NOT ATTACHED.
 TB0889'
 TB0889'POINT INTERSECTED WAS TOP AND CENTER.
 TB0889
 TB0889                          STATION RECOVERY (1978)
 TB0889
 TB0889'RECOVERY NOTE BY MN DEPT OF TRANSP 1978 (DKH)
 TB0889'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TB0889'
 TB0889'THE MICROWAVE MAST WAS OBSERVED FROM STATIONS BYLER AND JOHNSON.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TB0988 ***********************************************************************
 TB0988  DESIGNATION -  FORT FRANCES W BASE ECC RESET
 TB0988  PID         -  TB0988
 TB0988  STATE/COUNTY-  ON/RAINY RIVER
 TB0988  COUNTRY     -  CANADA
 TB0988  NTS MAPSHEET-  EMO (2020)
 TB0988
 TB0988                         *CURRENT SURVEY CONTROL
 TB0988  ______________________________________________________________________
 TB0988* NAD 83(1996) POSITION- 48 36 50.75408(N) 093 31 16.78324(W)   ADJUSTED
 TB0988* NAVD 88 ORTHO HEIGHT -   355.    (meters)     1165.    (feet) SCALED
 TB0988  ______________________________________________________________________
 TB0988  GEOID HEIGHT    -        -30.505 (meters)                     EGM08
 TB0988  HORZ ORDER      -  SECOND
 TB0988
 TB0988.The positional and height information provided upon this datasheet are not
 TB0988.officially recognized by the Government of Canada, provincial governments
 TB0988.within Canada, nor are they intended to replace or substitute for them.
 TB0988.The intent of sharing this data is to allow access to positions or heights
 TB0988.recognized by the United States Government. Passive control that is used by
 TB0988.both nations may share the same or similar designations or descriptions but
 TB0988.do not share official positions or heights. The 'Station Description' may
 TB0988.originate from a Canadian 'Station Report' and if so contains information
 TB0988.licensed under the 'Open Government License - Canada'.
 TB0988
 TB0988.The horizontal coordinates were established by classical geodetic methods
 TB0988.and adjusted by the National Geodetic Survey in March 1999.
 TB0988
 TB0988.The orthometric height was scaled from a topographic map.
 TB0988
 TB0988.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB0988
 TB0988.Click photographs - Photos may exist for this station.
 TB0988
 TB0988. The following values were computed from the NAD 83(1996) position.
 TB0988
 TB0988;                    North         East     Units Scale Factor Converg.
 TB0988;UTM  15      - 5,384,689.528   461,575.057   MT  0.99961814   -0 23 28.1
 TB0988
 TB0988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TB0988!UTM  15      -   0.99994908  x   0.99961814  =   0.99956724
 TB0988
 TB0988:                Primary Azimuth Mark                     Grid Az
 TB0988:UTM  15      -  FORT FRANCES W BASE ECC AZ MK            319 21 43.0
 TB0988
 TB0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP6157584689(NAD 83)
 TB0988
 TB0988|---------------------------------------------------------------------|
 TB0988| PID    Reference Object                     Distance      Geod. Az  |
 TB0988|                                                           dddmmss.s |
 TB0988| TB0992 FORT FRANCES W BASE ECC RM 2          7.407 METERS 05049     |
 TB0988| CO6842 FORT FRANCES W BASE ECC RM           23.900 METERS 06310     |
 TB0988| TB0991 FORT FRANCES W BASE                  61.957 METERS 18009     |
 TB0988| TB0990 28 E                                 29.706 METERS 22520     |
 TB0988| CO6841 FORT FRANCES W BASE ECC AZ MK                      3185814.9 |
 TB0988|---------------------------------------------------------------------|
 TB0988
 TB0988                          SUPERSEDED SURVEY CONTROL
 TB0988
 TB0988  NAD 83(1986)-  48 36 50.74170(N)    093 31 16.79721(W) AD(       ) 2
 TB0988  NAD 27      -  48 36 50.94355(N)    093 31 16.25652(W) AD(       ) 2
 TB0988  USSD        -  48 36 51.53600(N)    093 31 15.87500(W) AD(       ) 3
 TB0988
 TB0988.Superseded values are not recommended for survey control.
 TB0988
 TB0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0988.See file dsdata.pdf to determine how the superseded data were derived.
 TB0988
 TB0988_MARKER: DB = BENCH MARK DISK
 TB0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TB0988
 TB0988  HISTORY     - Date     Condition        Report By
 TB0988  HISTORY     - 1923     MONUMENTED       CGS
 TB0988  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TB0988
 TB0988                          STATION DESCRIPTION
 TB0988
 TB0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (CMD)
 TB0988'NEAR CROZIER, 8.06 METERS (26.4 FEET) NORTH OF SOUTH RAIL OF
 TB0988'CANADIAN NATIONAL RAILWAY, 281 METERS (922 FEET) WEST OF
 TB0988'MILEPOST 94, AND 354 METERS (1,161 FEET) WEST OF MAIN ROAD
 TB0988'CROSSING.  SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION
 TB0988'DISKS IN CONCRETE.  REFERENCE MARK IS STANDARD
 TB0988'REFERENCE DISK IN CONCRETE, 23.9 METERS (78 FEET)
 TB0988'FROM STATION S 18 DEG 56 MIN E.  STATION FORT FRANCES
 TB0988'WEST BASE, MARKED BY STANDARD BRONZE DISK OF INTERNATIONAL
 TB0988'BOUNDARY COMMISSION IN CONCRETE BASE 16 INCHES SQUARE AND 2
 TB0988'FEET DEEP AT SURFACE AND STANDARD BENCH-MARK DISK IN CONCRETE
 TB0988'BASE 3 FEET BELOW GROUND, IS 54 METERS (177 FEET) SOUTH OF
 TB0988'SOUTH RAIL AND 61.97 METERS (203.3 FEET) FROM STATION IN
 TB0988'S 0 DEG 09 MIN W.
 TB0988
 TB0988                          STATION RECOVERY (1967)
 TB0988
 TB0988'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LMC)
 TB0988'THE STATION WAS RECOVERED AND THE SURFACE MARK WAS FOUND BROKEN
 TB0988'OFF FLUSH WITH THE GROUND SURFACE.  A NEW SURFACE MARK WAS
 TB0988'ESTABLISHED DIRECTLY OVER THE UNDERGROUND MARK.  STATION FORT
 TB0988'FRANCES WEST BASE 1913 WAS RECOVERED AND FOUND IN GOOD CONDITION.
 TB0988'REFERENCE MARK 2 AND AN AZIMUTH MARK WERE ESTABLISHED AT THIS
 TB0988'TIME.  REFERENCE MARK 2 WAS OCCUPIED AT THIS TIME.  DUE TO
 TB0988'VARIOUS CHANGES, A COMPLETE NEW DESCRIPTION FOLLOWS--
 TB0988'
 TB0988'STATION IS LOCATED ABOUT 6 MILES WEST OF FORT FRANCES, 6 MILES
 TB0988'WEST OF INTERNATIONAL FALLS, MINNESOTA, U.S.A., 1-1/4 MILES
 TB0988'SOUTHEAST OF CROZIER, ON THE SOUTHWEST SIDE OF THE KINGS HIGHWAYS
 TB0988'11 AND 71 AND ON THE NORTH RIGHT-OF-WAY OF RAILROAD ON PROPERTY
 TB0988'OF CANADIAN NATIONAL RAILWAY.
 TB0988'
 TB0988'TO REACH FROM THE JUNCTION OF THE KINGS HIGHWAYS 11 AND 71 IN
 TB0988'FORT FRANCES, GO NORTHWEST, THENCE WEST ON THE KINGS HIGHWAYS
 TB0988'11 AND 71 FOR 1.8 MILES TO THE WALLEYS TRAILOR PARK ON LEFT,
 TB0988'CONTINUE WEST ON THE KINGS HIGHWAYS 11 AND 71 FOR 3.9 MILES TO
 TB0988'THE JUNCTION OF HIGHWAY 611 ON LEFT, CONTINUE WEST AND NORTHWEST
 TB0988'ON THE KINGS HIGHWAYS 11 AND 71 FOR 0.3 MILE TO A RAILROAD
 TB0988'CROSSING AND STATION ON LEFT AS DESCRIBED.
 TB0988'
 TB0988'STATION MARK, STAMPED FORT FRANCES WEST BASE ECC. 1923 1967, IS
 TB0988'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.
 TB0988'IT IS 97 FEET SOUTHWEST OF THE CENTER OF HIGHWAY, 27 FEET SOUTH
 TB0988'OF FENCE, 21.3 FEET NORTH OF THE NORTH RAIL OF RAILROAD TRACK AND
 TB0988'2 FEET EAST OF A METAL WITNESS POST.
 TB0988'
 TB0988'R.M. 2, A STANDARD DISK STAMPED FORT FRANCES WEST BASE ECC. 1923
 TB0988'NO 2 1967, PROJECTS ABOUT 3 INCHES.  IT IS 72 FEET SOUTHWEST OF
 TB0988'CENTER OF HIGHWAY, 36.7 FEET NORTH OF THE NORTH RAIL OF RAILROAD
 TB0988'TRACK, 23 FEET SOUTHWEST OF A FENCE CORNER AND 11 FEET SOUTH
 TB0988'OF A METAL WITNESS POST AND FENCE.
 TB0988'
 TB0988'BENCH MARK, STAMPED BM 28 E GSC, IS A 1 INCH ROUND BRONZE DISK
 TB0988'SET VERTICALLY ON THE NORTH FACE OF A 12 INCH SQUARE CONCRETE
 TB0988'POST WHICH PROJECTS ABOUT 15 INCHES.  IT IS 42.6 FEET SOUTH OF
 TB0988'THE SOUTH RAIL OF RAILROAD TRACK, 38 FEET EAST-SOUTHEAST OF A
 TB0988'TELEPHONE LINE POLE NUMBER 6 AND 2.3 FEET NORTH OF A METAL
 TB0988'WITNESS POST.
 TB0988'
 TB0988'STATION FORT FRANCES WEST BASE, IS A STANDARD BRONZE DISK OF THE
 TB0988'INTERNATIONAL BOUNDARY COMMISSION, INSCRIBED U.S. AND C.B. SURVEY.
 TB0988'IT IS SET IN TOP OF A 1.4 FEET SQUARE CONCRETE POST FLUSH WITH
 TB0988'THE GROUND.  IT IS 176.5 FEET SOUTH OF THE SOUTH RAIL OF THE
 TB0988'RAILROAD TRACK, 142 FEET SOUTH-SOUTHWEST OF TELEPHONE LINE POLE
 TB0988'NUMBER 6, 6.2 FEET WEST OF A TRIANGLE BLAZED POPLAR TREE, 4
 TB0988'FEET EAST OF A TRIANGLE BLAZED POPLAR TREE AND 1.7 FEET
 TB0988'NORTH-NORTHEAST OF A METAL WITNESS POST.
 TB0988'
 TB0988'AZIMUTH MARK, STAMPED FORT FRANCES WEST BASE ECC. 1923 1967, IS
 TB0988'SET IN A CONCRETE POST WHICH PROJECTS ABOUT 7 INCHES.  IT IS 48
 TB0988'FEET NORTHEAST OF CENTER OF HIGHWAY, 29 FEET NORTH OF A SIGN
 TB0988'RAINY RIVER 50, 3.4 FEET SOUTHEAST OF A UTILITY POLE, 2 FEET
 TB0988'SOUTHEAST OF A METAL WITNESS POST AND 2 FEET SOUTHWEST OF FENCE.
 TB0988'
 TB0988'TO REACH THE AZIMUTH MARK FROM STATION, GO NORTHWEST ON THE
 TB0988'KINGS HIGHWAY FOR 0.35 MILE TO MARK ON RIGHT AS DESCRIBED.
 TB0988'
 TB0988'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/4 MILES
 TB0988'SOUTHEAST OF CROZIER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TB0991 ***********************************************************************
 TB0991  DESIGNATION -  FORT FRANCES W BASE
 TB0991  PID         -  TB0991
 TB0991  STATE/COUNTY-  ON/RAINY RIVER
 TB0991  COUNTRY     -  CANADA
 TB0991  NTS MAPSHEET-  EMO (2020)
 TB0991
 TB0991                         *CURRENT SURVEY CONTROL
 TB0991  ______________________________________________________________________
 TB0991* NAD 83(1996) POSITION- 48 36 48.74832(N) 093 31 16.79075(W)   ADJUSTED
 TB0991* NAVD 88 ORTHO HEIGHT -   351.    (meters)     1152.    (feet) SCALED
 TB0991  ______________________________________________________________________
 TB0991  GEOID HEIGHT    -        -30.504 (meters)                     EGM08
 TB0991  HORZ ORDER      -  FIRST
 TB0991
 TB0991.The positional and height information provided upon this datasheet are not
 TB0991.officially recognized by the Government of Canada, provincial governments
 TB0991.within Canada, nor are they intended to replace or substitute for them.
 TB0991.The intent of sharing this data is to allow access to positions or heights
 TB0991.recognized by the United States Government. Passive control that is used by
 TB0991.both nations may share the same or similar designations or descriptions but
 TB0991.do not share official positions or heights. The 'Station Description' may
 TB0991.originate from a Canadian 'Station Report' and if so contains information
 TB0991.licensed under the 'Open Government License - Canada'.
 TB0991
 TB0991.The horizontal coordinates were established by classical geodetic methods
 TB0991.and adjusted by the National Geodetic Survey in March 1999.
 TB0991
 TB0991.The orthometric height was scaled from a topographic map.
 TB0991
 TB0991.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB0991
 TB0991.Click photographs - Photos may exist for this station.
 TB0991
 TB0991. The following values were computed from the NAD 83(1996) position.
 TB0991
 TB0991;                    North         East     Units Scale Factor Converg.
 TB0991;UTM  15      - 5,384,627.598   461,574.481   MT  0.99961814   -0 23 28.1
 TB0991
 TB0991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TB0991!UTM  15      -   0.99994971  x   0.99961814  =   0.99956787
 TB0991
 TB0991:                Primary Azimuth Mark                     Grid Az
 TB0991:UTM  15      -  FROG                                     056 59 48.9
 TB0991
 TB0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP6157484627(NAD 83)
 TB0991
 TB0991|---------------------------------------------------------------------|
 TB0991| PID    Reference Object                     Distance      Geod. Az  |
 TB0991|                                                           dddmmss.s |
 TB0991| TB0898 FROG                                APPROX. 8.6 KM 0563620.8 |
 TB0991|---------------------------------------------------------------------|
 TB0991
 TB0991                          SUPERSEDED SURVEY CONTROL
 TB0991
 TB0991  NAD 83(1986)-  48 36 48.73603(N)    093 31 16.80472(W) AD(       ) 1
 TB0991  NAD 27      -  48 36 48.93793(N)    093 31 16.26396(W) AD(       ) 1
 TB0991
 TB0991.Superseded values are not recommended for survey control.
 TB0991
 TB0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0991.See file dsdata.pdf to determine how the superseded data were derived.
 TB0991
 TB0991
 TB0991  HISTORY     - Date     Condition        Report By
 TB0991  HISTORY     - 1913     MONUMENTED       CGS
 TB0991  HISTORY     - 1967     GOOD             CGS
 TB0991
 TB0991                          STATION DESCRIPTION
 TB0991
 TB0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 TB0991'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO VARIOUS
 TB0991'CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS--
 TB0991'
 TB0991'STATION IS LOCATED ABOUT 6 MILES WEST OF FORT FRANCES, 6 MILES
 TB0991'WEST OF INTERNATIONAL FALLS, MINNESOTA, U.S.A., 1-1/4 MILES
 TB0991'SOUTHEAST OF CROZIER, ON THE SOUTHWEST SIDE OF THE KINGS HIGHWAYS
 TB0991'11 AND 71 AND SOUTH OF CANADIAN NATIONAL RAILWAY IN A WOODED AREA.
 TB0991'
 TB0991'TO REACH FROM THE JUNCTION OF THE KINGS HIGHWAYS 11 AND 71 IN
 TB0991'FORT FRANCES, GO NORTHWEST, THENCE WEST ON THE KINGS HIGHWAYS 11
 TB0991'AND 71 FOR 1.8 MILES TO THE WALLEYE TRAILOR PARK ON LEFT, CONTINUE
 TB0991'WEST ON THE KINGS HIGHWAYS 11 AND 71 FOR 3.9 MILES TO THE JUNCTION
 TB0991'OF HIGHWAY 611 ON LEFT, CONTINUE WEST AND NORTHWEST ON THE KINGS
 TB0991'HIGHWAY 11 AND 71 FOR 0.3 MILE TO RAILROAD CROSSING AND STATION
 TB0991'ON LEFT IN SOUTHWEST CORNER OF ROAD AND RAILROAD INTERSECTION
 TB0991'AS DESCRIBED.
 TB0991'
 TB0991'STATION MARK, A STANDARD BRONZE DISK OF THE INTERNATIONAL
 TB0991'BOUNDARY COMMISSION, INSCRIBED U.S. AND C.B. SURVEY.  IT IS SET
 TB0991'IN TOP OF A 1.4 FEET SQUARE CONCRETE POST FLUSH WITH THE
 TB0991'GROUND.  IT IS 176.5 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD
 TB0991'TRACK, 142 FEET SOUTH-SOUTHWEST OF TELEPHONE LINE POLE NUMBER
 TB0991'5, 6.2 FEET WEST OF A TRIANGLE BLAZED POPLAR TREE, 4 FEET EAST
 TB0991'OF A TRIANGLE BLAZED POPLAR TREE AND 1.7 FEET NORTH-NORTHEAST OF
 TB0991'A METAL WITNESS POST.
 TB0991'
 TB0991'R.M. 2, STAMPED FORT FRANCES WEST BASE ECC. 1923 NO 2 1967,
 TB0991'PROJECTS ABOUT 3 INCHES.  IT IS 72 FEET SOUTHWEST OF THE CENTER
 TB0991'OF HIGHWAY, 36.7 FEET NORTH OF THE NORTH RAIL OF RAILROAD TRACK,
 TB0991'23 FEET SOUTHWEST OF A FENCE CORNER AND 11 FEET SOUTH OF A METAL
 TB0991'WITNESS POST AND FENCE.
 TB0991'
 TB0991'BENCH MARK, STAMPED BM 28 E GSC, IS A 1 INCH ROUND BRONZE DISK
 TB0991'SET VERTICALLY ON THE NORTH FACE OF A 12 INCH SQUARE CONCRETE
 TB0991'POST WHICH PROJECTS ABOUT 15 INCHES.  IT IS 42.6 FEET SOUTH OF
 TB0991'THE SOUTH RAIL OF RAILROAD TRACK, 38 FEET EAST-SOUTHEAST OF A
 TB0991'TELEPHONE LINE POLE NUMBER 6 AND 2.3 FEET NORTH OF A METAL
 TB0991'WITNESS POST.
 TB0991'
 TB0991'FORT FRANCES WEST BASE ECC. 1923, STAMPED FORT FRANCES WEST BASE
 TB0991'ECC. 1923 1967, IS SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 TB0991'ABOUT 2 INCHES.  IT IS 97 FEET SOUTHWEST OF THE CENTER OF HIGHWAY,
 TB0991'27 FEET SOUTH OF FENCE, 21.3 FEET NORTH OF THE NORTH RAIL OF
 TB0991'RAILROAD TRACK AND 2 FEET EAST OF A METAL WITNESS POST.
 TB0991'
 TB0991'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TB0992 ***********************************************************************
 TB0992  DESIGNATION -  FORT FRANCES W BASE ECC RM 2
 TB0992  PID         -  TB0992
 TB0992  STATE/COUNTY-  ON/RAINY RIVER
 TB0992  COUNTRY     -  CANADA
 TB0992  NTS MAPSHEET-  EMO (2020)
 TB0992
 TB0992                         *CURRENT SURVEY CONTROL
 TB0992  ______________________________________________________________________
 TB0992* NAD 83(1996) POSITION- 48 36 50.90557(N) 093 31 16.50290(W)   ADJUSTED
 TB0992* NAVD 88 ORTHO HEIGHT -   351.    (meters)     1152.    (feet) SCALED
 TB0992  ______________________________________________________________________
 TB0992  GEOID HEIGHT    -        -30.505 (meters)                     EGM08
 TB0992  HORZ ORDER      -  FIRST
 TB0992
 TB0992.The positional and height information provided upon this datasheet are not
 TB0992.officially recognized by the Government of Canada, provincial governments
 TB0992.within Canada, nor are they intended to replace or substitute for them.
 TB0992.The intent of sharing this data is to allow access to positions or heights
 TB0992.recognized by the United States Government. Passive control that is used by
 TB0992.both nations may share the same or similar designations or descriptions but
 TB0992.do not share official positions or heights. The 'Station Description' may
 TB0992.originate from a Canadian 'Station Report' and if so contains information
 TB0992.licensed under the 'Open Government License - Canada'.
 TB0992
 TB0992.The horizontal coordinates were established by classical geodetic methods
 TB0992.and adjusted by the National Geodetic Survey in March 1999.
 TB0992
 TB0992.The orthometric height was scaled from a topographic map.
 TB0992
 TB0992.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB0992
 TB0992.Click photographs - Photos may exist for this station.
 TB0992
 TB0992. The following values were computed from the NAD 83(1996) position.
 TB0992
 TB0992;                    North         East     Units Scale Factor Converg.
 TB0992;UTM  15      - 5,384,694.167   461,580.829   MT  0.99961813   -0 23 27.9
 TB0992
 TB0992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TB0992!UTM  15      -   0.99994971  x   0.99961813  =   0.99956786
 TB0992
 TB0992:                Primary Azimuth Mark                     Grid Az
 TB0992:UTM  15      -  FORT FRANCES W BASE ECC AZ MK            318 34 23.6
 TB0992
 TB0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP6158084694(NAD 83)
 TB0992
 TB0992|---------------------------------------------------------------------|
 TB0992| PID    Reference Object                     Distance      Geod. Az  |
 TB0992|                                                           dddmmss.s |
 TB0992| TB0991 FORT FRANCES W BASE                  66.897 METERS 18503     |
 TB0992| TB0990 28 E                                 37.086 METERS 22625     |
 TB0992| TB0988 FORT FRANCES W BASE ECC RESET         7.407 METERS 23049     |
 TB0992| CO6841 FORT FRANCES W BASE ECC AZ MK                      3181055.7 |
 TB0992|---------------------------------------------------------------------|
 TB0992
 TB0992                          SUPERSEDED SURVEY CONTROL
 TB0992
 TB0992  NAD 83(1986)-  48 36 50.89326(N)    093 31 16.51684(W) AD(       ) 1
 TB0992  NAD 27      -  48 36 51.09509(N)    093 31 15.97620(W) AD(       ) 1
 TB0992
 TB0992.Superseded values are not recommended for survey control.
 TB0992
 TB0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0992.See file dsdata.pdf to determine how the superseded data were derived.
 TB0992
 TB0992_MARKER: DR = REFERENCE MARK DISK
 TB0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TB0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TB0992+STABILITY: SURFACE MOTION
 TB0992
 TB0992  HISTORY     - Date     Condition        Report By
 TB0992  HISTORY     - 1967     MONUMENTED       CGS
 TB0992
 TB0992                          STATION DESCRIPTION
 TB0992
 TB0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 TB0992'STATION IS LOCATED ABOUT 6 MILES WEST OF FORT FRANCES, 6 MILES
 TB0992'WEST OF INTERNATIONAL FALLS, MINNESOTA, U.S.A., 1-1/4 MILES
 TB0992'SOUTHEAST OF CROZIER, ON THE SOUTHWEST SIDE OF THE KINGS HIGHWAYS
 TB0992'11 AND 71 AND ON THE NORTH RIGHT-OF-WAY OF RAILROAD ON PROPERTY
 TB0992'OF THE CANADIAN NATIONAL RAILWAY.
 TB0992'
 TB0992'TO REACH THE STATION FROM THE JUNCTION OF THE KINGS HIGHWAYS 11
 TB0992'AND 71 IN FORT FRANCES, GO NORTHWEST, THENCE WEST ON THE KINGS
 TB0992'HIGHWAYS 11 AND 71 FOR 1.8 MILES TO THE WALLEYE TRAILER PARK ON
 TB0992'LEFT, CONTINUE WEST ON THE KINGS HIGHWAYS 11 AND 71 FOR 3.9 MILES
 TB0992'TO THE JUNCTION OF HIGHWAY 611 ON LEFT, CONTINUE WEST AND
 TB0992'NORTHWEST ON THE KINGS HIGHWAYS 11 AND 71 FOR 0.3 MILE TO RAILROAD
 TB0992'CROSSING AND THE STATION ON LEFT AS DESCRIBED.
 TB0992'
 TB0992'STATION MARK, A REFERENCE DISK STAMPED FORT FRANCES WEST BASE
 TB0992'ECC. NO 2 1967, IS SET IN A CONCRETE CYLINDER WHICH PROJECTS ABOUT
 TB0992'3 INCHES.  IT IS 72 FEET SOUTHWEST OF THE CENTER OF HIGHWAY, 36.7
 TB0992'FEET NORTH OF THE NORTH RAIL OF RAILROAD TRACK, 23 FEET SOUTHWEST
 TB0992'OF FENCE CORNER AND 11 FEET SOUTH OF A METAL WITNESS POST AND
 TB0992'FENCE.
 TB0992'
 TB0992'BENCH MARK, STAMPED BM 28 E GSC, IS A 1 INCH ROUND BRONZE DISK
 TB0992'SET VERTICALLY ON THE NORTH FACE OF A 12 INCH SQUARE CONCRETE POST
 TB0992'WHICH PROJECTS ABOUT 15 INCHES.  IT IS 42.6 FEET SOUTH OF THE SOUTH
 TB0992'RAIL OF RAILROAD TRACK, 38 FEET EAST-SOUTHEAST OF A TELEPHONE LINE
 TB0992'POLE NUMBER 6 AND 2.3 FEET NORTH OF A METAL WITNESS POST.
 TB0992'
 TB0992'STATION FORT FRANCES WEST BASE ECC., STAMPED FORT FRANCES WEST
 TB0992'BASE ECC. 1923 1967, IS SET IN TOP OF A CONCRETE CYLINDER WHICH
 TB0992'PROJECTS ABOUT 2 INCHES.  IT IS 97 FEET SOUTHWEST OF CENTER OF
 TB0992'HIGHWAY, 27 FEET SOUTH OF FENCE, 21.3 FEET NORTH OF THE NORTH RAIL
 TB0992'OF RAILROAD TRACK AND 2 FEET EAST OF A METAL WITNESS POST.
 TB0992'
 TB0992'STATION FORT FRANCES WEST BASE, IS A STANDARD BRONZE DISK OF THE
 TB0992'INTERNATIONAL BOUNDARY COMMISSION INSCRIBED U.S. AND C.B.
 TB0992'SURVEY.  IT IS SET IN TOP OF A 1.4 FEET SQUARE CONCRETE POST FLUSH
 TB0992'WITH THE GROUND.  IT IS 176.5 FEET SOUTH OF SOUTH RAIL OF RAILROAD
 TB0992'TRACK, 142 FEET SOUTH-SOUTHWEST OF A TELEPHONE LINE POLE NUMBER
 TB0992'6, 6.2 FEET WEST OF A TRIANGLE BLAZED POPLAR TREE, 4 FEET EAST
 TB0992'OF A TRIANGLE BLAZED POPLAR TREE AND 1.7 FEET NORTH-NORTHEAST OF
 TB0992'A METAL WITNESS POST.
 TB0992'
 TB0992'AZIMUTH MARK, STAMPED FORT FRANCES WEST BASE ECC. 1923 1967, IS
 TB0992'SET IN A CONCRETE CYLINDER WHICH PROJECTS ABOUT 7 INCHES.  IT IS
 TB0992'48 FEET NORTHEAST OF THE CENTER OF HIGHWAY, 29 FEET NORTH OF A SIGN
 TB0992'RAINY RIVER 50, 3.4 FEET SOUTHEAST OF A UTILITY POLE, 2 FEET
 TB0992'SOUTHEAST OF A METAL WITNESS POST AND 2 FEET SOUTHWEST OF A
 TB0992'FENCE.
 TB0992'
 TB0992'TO REACH THE AZIMUTH MARK FROM STATION, GO NORTHWEST ON THE KINGS
 TB0992'HIGHWAYS 11 AND 71 FOR 0.35 MILE TO MARK ON RIGHT AS DESCRIBED.
 TB0992'
 TB0992'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RH0065 ***********************************************************************
 RH0065  DESIGNATION -  FORT ST JOE LIC 182
 RH0065  PID         -  RH0065
 RH0065  STATE/COUNTY-  ON/ALGOMA
 RH0065  COUNTRY     -  CANADA
 RH0065  NTS MAPSHEET-  JOSEPH ISLAND (2020)
 RH0065
 RH0065                         *CURRENT SURVEY CONTROL
 RH0065  ______________________________________________________________________
 RH0065* NAD 83(1986) POSITION- 46 03 46.91143(N) 083 56 55.56974(W)   ADJUSTED
 RH0065* NAVD 88 ORTHO HEIGHT -   178.7   (meters)      586.    (feet) VERTCON
 RH0065  ______________________________________________________________________
 RH0065  GEOID HEIGHT    -        -37.185 (meters)                     EGM08
 RH0065  HORZ ORDER      -  FIRST
 RH0065
 RH0065.The positional and height information provided upon this datasheet are not
 RH0065.officially recognized by the Government of Canada, provincial governments
 RH0065.within Canada, nor are they intended to replace or substitute for them.
 RH0065.The intent of sharing this data is to allow access to positions or heights
 RH0065.recognized by the United States Government. Passive control that is used by
 RH0065.both nations may share the same or similar designations or descriptions but
 RH0065.do not share official positions or heights. The 'Station Description' may
 RH0065.originate from a Canadian 'Station Report' and if so contains information
 RH0065.licensed under the 'Open Government License - Canada'.
 RH0065
 RH0065.The horizontal coordinates were established by GPS observations
 RH0065.and adjusted by the National Geodetic Survey in May 1990.
 RH0065
 RH0065.The NAVD 88 height was computed by applying the VERTCON shift value to
 RH0065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RH0065
 RH0065.Significant digits in the geoid height do not necessarily reflect accuracy.
 RH0065
 RH0065.Click photographs - Photos may exist for this station.
 RH0065
 RH0065. The following values were computed from the NAD 83(1986) position.
 RH0065
 RH0065;                    North         East     Units Scale Factor Converg.
 RH0065;UTM  17      - 5,105,278.701   271,932.990   MT  1.00023947   -2 07 27.6
 RH0065;UTM  16      - 5,105,577.761   735,991.415   MT  1.00028469   +2 11 53.6
 RH0065
 RH0065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0065!UTM  17      -   0.99997782  x   1.00023947  =   1.00021728
 RH0065!UTM  16      -   0.99997782  x   1.00028469  =   1.00026250
 RH0065
 RH0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM7193205278(NAD 83)
 RH0065
 RH0065                          SUPERSEDED SURVEY CONTROL
 RH0065
 RH0065  NGVD 29 (05/22/90)  178.7    (m)  RAPSU86  model used  GPS OBS        
 RH0065
 RH0065.Superseded values are not recommended for survey control.
 RH0065
 RH0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0065.See file dsdata.pdf to determine how the superseded data were derived.
 RH0065
 RH0065_MARKER: DS = TRIANGULATION STATION DISK
 RH0065_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RH0065+WITH SETTING: INFORMATION.
 RH0065_MAGNETIC: N = NO MAGNETIC MATERIAL
 RH0065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RH0065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RH0065+SATELLITE: SATELLITE OBSERVATIONS - 1988
 RH0065
 RH0065  HISTORY     - Date     Condition        Report By
 RH0065  HISTORY     - 1988     MONUMENTED       USACE
 RH0065
 RH0065                          STATION DESCRIPTION
 RH0065
 RH0065'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RH0065'THE STATION IS LOCATED ABOUT 57.0 KM (35.4 MI) SOUTH-SOUTHEAST OF
 RH0065'SAULT STE MARIE, 53.9 KM (33.5 MI) EAST-SOUTHEAST OF RUDYARD, 8.7 KM
 RH0065'(5.4 MI)
 RH0065'NORTHWEST OF DETOUR VILLAGE ON THE SOUTHWEST TIP OF ST JOSEPH
 RH0065'ISLAND, NAVAL RESERVE A, CON. A, TOWNSHIP OF JOCELYN, DISTRICT OF
 RH0065'ALGOMA, CANADA.
 RH0065'OWNERSHIP---SSSS
 RH0065'
 RH0065'TO REACH THE STATION FROM THE POST OFFICE IN GOETZVILLE GO NORTH FOR
 RH0065'1.4 KM (0.85 MI) ON HIGHWAY M-48 TO NORTH RABER ROAD, TURN ONTO
 RH0065'NORTH RABER ROAD AND GO 2.7 KM (1.7 MI) TO A 90 DEGREE TURN TO THE
 RH0065'LEFT, GO STRAIGHT FOR 152.4 METERS (500 FT) TO THE PUBLIC BOAT
 RH0065'LAUNCH. TRAVEL BY BOAT DOWNRIVER FOR 30 MINUTES TOWARD THE LIME
 RH0065'ISLAND PIER, THEN GO FOR 1 HOUR PAST LIME ISLAND TO OLD FORT, ST
 RH0065'JOSEPH POINT AND THE STATION.
 RH0065'
 RH0065'THE STATION IS A STANDARD COE DISK THAT IS STAMPED---LIC-182---,
 RH0065'SET INTO A COVERED CYLINDER THAT IS FLUSH WITH THE GROUND AND
 RH0065'ATTACHED TO AN ALUMINUM ROD DRIVEN INTO THE GROUND LOCATED 10.7
 RH0065'METERS (35 FT) IN FROM THE WATERS EDGE.
 RH0065'
 RH0065'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0886 ***********************************************************************
 RJ0886  DESIGNATION -  FOX IBC 1944
 RJ0886  PID         -  RJ0886
 RJ0886  STATE/COUNTY-  ON/ALGOMA
 RJ0886  COUNTRY     -  CANADA
 RJ0886  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ0886
 RJ0886                         *CURRENT SURVEY CONTROL
 RJ0886  ______________________________________________________________________
 RJ0886* NAD 83(1986) POSITION- 46 15 46.08210(N) 084 06 03.15718(W)   ADJUSTED
 RJ0886* NAVD 88 ORTHO HEIGHT -   179.    (meters)      587.    (feet) SCALED
 RJ0886  ______________________________________________________________________
 RJ0886  GEOID HEIGHT    -        -37.050 (meters)                     EGM08
 RJ0886  HORZ ORDER      -  THIRD
 RJ0886
 RJ0886.The positional and height information provided upon this datasheet are not
 RJ0886.officially recognized by the Government of Canada, provincial governments
 RJ0886.within Canada, nor are they intended to replace or substitute for them.
 RJ0886.The intent of sharing this data is to allow access to positions or heights
 RJ0886.recognized by the United States Government. Passive control that is used by
 RJ0886.both nations may share the same or similar designations or descriptions but
 RJ0886.do not share official positions or heights. The 'Station Description' may
 RJ0886.originate from a Canadian 'Station Report' and if so contains information
 RJ0886.licensed under the 'Open Government License - Canada'.
 RJ0886
 RJ0886.The horizontal coordinates were established by classical geodetic methods
 RJ0886.and adjusted by the National Geodetic Survey in July 1986.
 RJ0886
 RJ0886.The orthometric height was scaled from a topographic map.
 RJ0886
 RJ0886.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0886
 RJ0886.Click photographs - Photos may exist for this station.
 RJ0886
 RJ0886. The following values were computed from the NAD 83(1986) position.
 RJ0886
 RJ0886;                    North         East     Units Scale Factor Converg.
 RJ0886;UTM  16      - 5,127,332.758   723,416.551   MT  1.00021363   +2 05 43.9
 RJ0886
 RJ0886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0886!UTM  16      -   0.99997775  x   1.00021363  =   1.00019137
 RJ0886
 RJ0886:                Primary Azimuth Mark                     Grid Az
 RJ0886:UTM  16      -  MERE IBC 1944                            146 16 19.6
 RJ0886
 RJ0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2341627332(NAD 83)
 RJ0886
 RJ0886|---------------------------------------------------------------------|
 RJ0886| PID    Reference Object                     Distance      Geod. Az  |
 RJ0886|                                                           dddmmss.s |
 RJ0886| RJ0881 MERE IBC 1944                       APPROX. 0.7 KM 1482203.5 |
 RJ0886|---------------------------------------------------------------------|
 RJ0886
 RJ0886                          SUPERSEDED SURVEY CONTROL
 RJ0886
 RJ0886  NAD 27      -  46 15 46.02700(N)    084 06 03.06500(W) AD(       ) 3
 RJ0886
 RJ0886.Superseded values are not recommended for survey control.
 RJ0886
 RJ0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0886.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0886
 RJ0886_MARKER: H = DRILL HOLE
 RJ0886_SETTING: 80 = SET IN A BOULDER
 RJ0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0886+STABILITY: SURFACE MOTION
 RJ0886
 RJ0886  HISTORY     - Date     Condition        Report By
 RJ0886  HISTORY     - 1944     MONUMENTED       IBC
 RJ0886  HISTORY     - 1958     GOOD             IBC
 RJ0886
 RJ0886                          STATION DESCRIPTION
 RJ0886
 RJ0886'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RJ0886'ON THE W SHORE OF ST JOSEPH ISLAND, ACROSS MUNUSCONG CHANNEL FROM THE
 RJ0886'CENTER OF THE NE FACE OF RAINS ISLAND.  IT IS 3 FEET FROM THE WATER,
 RJ0886'65 FEET SE OF THE LONG DOCK ON THE FOX SUMMER - HOME PROPERTY, AND
 RJ0886'ABOUT 300 METERS NW OF THE RAINSMERE HOTEL.
 RJ0886'
 RJ0886'STATION MARK IS A 1/2-INCH DRILL HOLE IN A SOLID ROCK ON THE SANDY
 RJ0886'BEACH.
 RJ0886
 RJ0886                          STATION RECOVERY (1958)
 RJ0886
 RJ0886'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0886'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0792 ***********************************************************************
 RJ0792  DESIGNATION -  FRENCH IBC 1943
 RJ0792  PID         -  RJ0792
 RJ0792  STATE/COUNTY-  ON/ALGOMA
 RJ0792  COUNTRY     -  CANADA
 RJ0792  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ0792
 RJ0792                         *CURRENT SURVEY CONTROL
 RJ0792  ______________________________________________________________________
 RJ0792* NAD 83(1986) POSITION- 46 32 58.45226(N) 084 11 20.83627(W)   ADJUSTED
 RJ0792* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0792  ______________________________________________________________________
 RJ0792  GEOID HEIGHT    -        -37.222 (meters)                     EGM08
 RJ0792  HORZ ORDER      -  THIRD
 RJ0792
 RJ0792.The positional and height information provided upon this datasheet are not
 RJ0792.officially recognized by the Government of Canada, provincial governments
 RJ0792.within Canada, nor are they intended to replace or substitute for them.
 RJ0792.The intent of sharing this data is to allow access to positions or heights
 RJ0792.recognized by the United States Government. Passive control that is used by
 RJ0792.both nations may share the same or similar designations or descriptions but
 RJ0792.do not share official positions or heights. The 'Station Description' may
 RJ0792.originate from a Canadian 'Station Report' and if so contains information
 RJ0792.licensed under the 'Open Government License - Canada'.
 RJ0792
 RJ0792.The horizontal coordinates were established by classical geodetic methods
 RJ0792.and adjusted by the National Geodetic Survey in July 1986.
 RJ0792
 RJ0792.The orthometric height was scaled from a topographic map.
 RJ0792
 RJ0792.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0792
 RJ0792.Click photographs - Photos may exist for this station.
 RJ0792
 RJ0792. The following values were computed from the NAD 83(1986) position.
 RJ0792
 RJ0792;                    North         East     Units Scale Factor Converg.
 RJ0792;UTM  16      - 5,158,950.215   715,483.371   MT  1.00017078   +2 02 29.0
 RJ0792
 RJ0792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0792!UTM  16      -   0.99997824  x   1.00017078  =   1.00014902
 RJ0792
 RJ0792:                Primary Azimuth Mark                     Grid Az
 RJ0792:UTM  16      -  RED ANT                                  151 11 08.6
 RJ0792
 RJ0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1548358950(NAD 83)
 RJ0792
 RJ0792|---------------------------------------------------------------------|
 RJ0792| PID    Reference Object                     Distance      Geod. Az  |
 RJ0792|                                                           dddmmss.s |
 RJ0792| RJ0791 RED ANT                             APPROX. 2.1 KM 1531337.6 |
 RJ0792|---------------------------------------------------------------------|
 RJ0792
 RJ0792                          SUPERSEDED SURVEY CONTROL
 RJ0792
 RJ0792  NAD 27      -  46 32 58.36300(N)    084 11 20.71500(W) AD(       ) 3
 RJ0792
 RJ0792.Superseded values are not recommended for survey control.
 RJ0792
 RJ0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0792.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0792
 RJ0792_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0792_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ0792+WITH SETTING: PAVEMENT
 RJ0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0792+STABILITY: SURFACE MOTION
 RJ0792
 RJ0792  HISTORY     - Date     Condition        Report By
 RJ0792  HISTORY     - 1943     MONUMENTED       IBC
 RJ0792
 RJ0792                          STATION DESCRIPTION
 RJ0792
 RJ0792'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0792'ON N SHORE OF LITTLE LAKE GEORGE, SW OF VILLAGE OF FRENCH BAY,
 RJ0792'ONEDGE OF RISE IN SANDY GROUND, ABOUT 3 FEET ABOVE AND 30 FEET BACK
 RJ0792'OF HIGH - WATER MARK.  AT NORMAL STAGE OF WATER, SHORE WOULD BE 150
 RJ0792'FEET SOUTH.  SHORE IS NOT WELL DEFINED.
 RJ0792'
 RJ0792'STATION MARK IS A STANDARD I B C BRONZE - DISK STATION MARK IN A
 RJ0792'CYLINDER OF CONCRETE, 7 INCHES IN DIAMETER AND 20 INCHES LONG, SET
 RJ0792'4 INCHES UNDER SURFACE OF GROUND.  SUBSURFACE MARK IS ROUNDHEADED
 RJ0792'COPPER RIVET IN TOP OF CYLINDER OF CONCRETE, 7 INCHES IN DIAMETER
 RJ0792'AND 10 INCHES LONG, SET 28 INCHES UNDERGROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0611 ***********************************************************************
 TC0611  DESIGNATION -  FRITZ
 TC0611  PID         -  TC0611
 TC0611  STATE/COUNTY-  ON/RAINY RIVER
 TC0611  COUNTRY     -  CANADA
 TC0611  NTS MAPSHEET-  RAINY RIVER (2020)
 TC0611
 TC0611                         *CURRENT SURVEY CONTROL
 TC0611  ______________________________________________________________________
 TC0611* NAD 83(1996) POSITION- 48 43 21.89609(N) 094 30 34.33789(W)   ADJUSTED
 TC0611* NAVD 88 ORTHO HEIGHT -   335.    (meters)     1099.    (feet) SCALED
 TC0611  ______________________________________________________________________
 TC0611  GEOID HEIGHT    -        -29.083 (meters)                     EGM08
 TC0611  HORZ ORDER      -  SECOND
 TC0611
 TC0611.The positional and height information provided upon this datasheet are not
 TC0611.officially recognized by the Government of Canada, provincial governments
 TC0611.within Canada, nor are they intended to replace or substitute for them.
 TC0611.The intent of sharing this data is to allow access to positions or heights
 TC0611.recognized by the United States Government. Passive control that is used by
 TC0611.both nations may share the same or similar designations or descriptions but
 TC0611.do not share official positions or heights. The 'Station Description' may
 TC0611.originate from a Canadian 'Station Report' and if so contains information
 TC0611.licensed under the 'Open Government License - Canada'.
 TC0611
 TC0611.The horizontal coordinates were established by classical geodetic methods
 TC0611.and adjusted by the National Geodetic Survey in March 1999.
 TC0611
 TC0611.The orthometric height was scaled from a topographic map.
 TC0611
 TC0611.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0611
 TC0611.Click photographs - Photos may exist for this station.
 TC0611
 TC0611. The following values were computed from the NAD 83(1996) position.
 TC0611
 TC0611;                    North         East     Units Scale Factor Converg.
 TC0611;UTM  15      - 5,397,735.070   388,978.678   MT  0.99975143   -1 08 04.5
 TC0611
 TC0611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0611!UTM  15      -   0.99995200  x   0.99975143  =   0.99970344
 TC0611
 TC0611:                Primary Azimuth Mark                     Grid Az
 TC0611:UTM  15      -  GIP                                      271 06 49.0
 TC0611
 TC0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8897897735(NAD 83)
 TC0611
 TC0611|---------------------------------------------------------------------|
 TC0611| PID    Reference Object                     Distance      Geod. Az  |
 TC0611|                                                           dddmmss.s |
 TC0611| CO6858 FRITZ RM                             12.320 METERS 18312     |
 TC0611| TC0610 GIP                                 APPROX. 1.6 KM 2695844.5 |
 TC0611|---------------------------------------------------------------------|
 TC0611
 TC0611                          SUPERSEDED SURVEY CONTROL
 TC0611
 TC0611  NAD 83(1986)-  48 43 21.87998(N)    094 30 34.33217(W) AD(       ) 2
 TC0611  NAD 27      -  48 43 21.98741(N)    094 30 33.61007(W) AD(       ) 2
 TC0611  USSD        -  48 43 22.62400(N)    094 30 33.29500(W) AD(       ) 3
 TC0611
 TC0611.Superseded values are not recommended for survey control.
 TC0611
 TC0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0611.See file dsdata.pdf to determine how the superseded data were derived.
 TC0611
 TC0611_MARKER: DS = TRIANGULATION STATION DISK
 TC0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC0611
 TC0611  HISTORY     - Date     Condition        Report By
 TC0611  HISTORY     - 1923     MONUMENTED       CGS
 TC0611  HISTORY     - 1969     GOOD             IBC
 TC0611
 TC0611                          STATION DESCRIPTION
 TC0611
 TC0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (CMD)
 TC0611'ABOUT 2 MILES EAST OF RAINY RIVER, 976 METERS (3,202 FEET) WEST OF
 TC0611'MILEPOST 140 OF CANADIAN NATIONAL RAILWAY, AND 2.620 METERS
 TC0611'(8.60 FEET) SOUTH OF SOUTH RAIL.  SURFACE AND UNDERGROUND MARKS
 TC0611'ARE STANDARD STATION DISKS IN CONCRETE.
 TC0611'REFERENCE MARK IS STANDARD REFERENCE DISK IN CONCRETE,
 TC0611'1232 METERS (40.4 FEET) FROM STATION S 3 DEG 11 MIN W.
 TC0611
 TC0611                          STATION RECOVERY (1969)
 TC0611
 TC0611'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1969 (CWB)
 TC0611'SURFACE MARK WAS FOUND BURIED ABOUT 1-1/2 FEET AND TILTED TO THE
 TC0611'EAST.  IT WAS REMOVED AND LAID NEAR STATION.  SUBSURFACE MARK WAS
 TC0611'RECOVERED IN GOOD CONDITION.  REFERENCE MARK WAS FOUND PLUM, BUT
 TC0611'WITH 3/4 FOOT OF ITS BASE WASHED OUT.
 TC0611'
 TC0611'STATION IS LOCATED ABOUT 4 MILES NE OF BAUDETTE, MINN., 2-1/2 MILES
 TC0611'E OF RAINY RIVER, ONT., AND 1-1/2 MILES N OF THE N BANK OF RAINY
 TC0611'RIVER.  ON THE RIGHT OF WAY OF THE CN RAILWAY.
 TC0611'
 TC0611'TO REACH STATION GO E ON ONTARIO HIGHWAY 11 2.73 MILES FROM THE
 TC0611'RAINY RIVER, ONT. CN RAILWAY STATION TO A DRIVE LEADING N TO OLD
 TC0611'ABANDON FARM OF MRS. ONEIL, TURN LEFT AND GO 192.3 FEET TO CN
 TC0611'RAILWAY TRACKS AND STATION WITH REFERENCE MARK IN THE SW CORNER.
 TC0611'
 TC0611'THE STATION IS 15-1/2 FEET W OF CENTER OF OLD DRIVE AND 9-1/4 FEET
 TC0611'S OF CENTER OF S RAIL WHERE NAIL AND BOTTLE CAP ARE IN NEAREST TIE.
 TC0611'REFERENCE MARK IS 49.5 FEET S OF SOUTH RAIL, 18.5 FEET W OF CENTER
 TC0611'OF DRIVE, 38.2 FEET E FROM NORTH MOST WILLOW TREE OF A ROW OF
 TC0611'WILLOW TREES PERPENDICULAR TO TRACKS, 12 FEET S OF CENTER LINE OF
 TC0611'DITCH AND PIPE LEADING UNDER DRIVE, AND 7.83 FEET FROM FIRST
 TC0611'POWER POLE LEADING AWAY FROM HIGHWAY.  REFERENCE MARK WAS
 TC0611'RECORDED IN 1923 AS 40.4 FEET S 3 DEG 11 MIN W FROM
 TC0611'THE STATION, BUT MEASURED, WITH UNSTANDARDIZE TAPE, AS 39.88
 TC0611'FEET IN 1969.
 TC0611'
 TC0611'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 TC0611'EAST OF THE TOWN OF RAINY RIVER, ONTARIO, CANADA
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 OG0754 ***********************************************************************
 OG0754  DESIGNATION -  FT MISSISSAUGA LIGHT
 OG0754  PID         -  OG0754
 OG0754  STATE/COUNTY-  ON/NIAGARA
 OG0754  COUNTRY     -  CANADA
 OG0754  NTS MAPSHEET-  NIAGARA-ON-THE-LAKE (2020)
 OG0754
 OG0754                         *CURRENT SURVEY CONTROL
 OG0754  ______________________________________________________________________
 OG0754* NAD 83(1996) POSITION- 43 15 43.08714(N) 079 04 34.47391(W)   ADJUSTED
 OG0754  ______________________________________________________________________
 OG0754  GEOID HEIGHT    -        -36.820 (meters)                     EGM08
 OG0754  HORZ ORDER      -  THIRD
 OG0754
 OG0754.The positional and height information provided upon this datasheet are not
 OG0754.officially recognized by the Government of Canada, provincial governments
 OG0754.within Canada, nor are they intended to replace or substitute for them.
 OG0754.The intent of sharing this data is to allow access to positions or heights
 OG0754.recognized by the United States Government. Passive control that is used by
 OG0754.both nations may share the same or similar designations or descriptions but
 OG0754.do not share official positions or heights. The 'Station Description' may
 OG0754.originate from a Canadian 'Station Report' and if so contains information
 OG0754.licensed under the 'Open Government License - Canada'.
 OG0754
 OG0754.The horizontal coordinates were established by classical geodetic methods
 OG0754.and adjusted by the National Geodetic Survey in January 1999.
 OG0754
 OG0754.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0754
 OG0754.Click photographs - Photos may exist for this station.
 OG0754
 OG0754. The following values were computed from the NAD 83(1996) position.
 OG0754
 OG0754;                    North         East     Units Scale Factor Converg.
 OG0754;UTM  17      - 4,791,703.394   656,136.315   MT  0.99989989   +1 19 07.3
 OG0754
 OG0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5613691703(NAD 83)
 OG0754
 OG0754                          SUPERSEDED SURVEY CONTROL
 OG0754
 OG0754  NAD 83(1986)-  43 15 43.09138(N)    079 04 34.47597(W) AD(       ) 3
 OG0754  NAD 27      -  43 15 42.95431(N)    079 04 35.18787(W) AD(       ) 3
 OG0754
 OG0754.Superseded values are not recommended for survey control.
 OG0754
 OG0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0754.See file dsdata.pdf to determine how the superseded data were derived.
 OG0754
 OG0754_MARKER: 14 = NAVIGATION LIGHT
 OG0754
 OG0754  HISTORY     - Date     Condition        Report By
 OG0754  HISTORY     - 1972     FIRST OBSERVED   USLS
 OG0754  HISTORY     - 1980     GOOD             NGS
 OG0754
 OG0754                          STATION DESCRIPTION
 OG0754
 OG0754'DESCRIBED BY US LAKE SURVEY 1972
 OG0754'STATION IS LOCATED ON THE WESTERN BANK OF THE MOUTH OF THE NIAGARA
 OG0754'RIVER AT LAKE ONTARIO, ADJACENT TO FT. MISSISSAUGA AND ACROSS THE
 OG0754'RIVER FROM FT. NIAGARA (NEW YORK).  JUST NORTH OF THE TOWN OF
 OG0754'NIAGARA-ON-THE-LAKE, ONTARIO.
 OG0754'
 OG0754'THE STEEL FRAME LIGHT STRUCTURE DESIGNATED THE WEST ENTRANCE TO
 OG0754'THE NIAGARA RIVER FROM LAKE ONTARIO.
 OG0754
 OG0754                          STATION RECOVERY (1980)
 OG0754
 OG0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RST)
 OG0754'STATION IS A LIGHT ATOP A STEEL FRAME STRUCTURE WHICH IS THE WESTERLY
 OG0754'ENTRANCE LIGHT OT THE NIAGARA RIVER.
 OG0754'
 OG0754'STATION WAS USED AS AN AZIMUTH CHECK FROM FORT NIAGARA LSC 1972.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NE0540 ***********************************************************************
 NE0540  DESIGNATION -  GARAGE USLS
 NE0540  PID         -  NE0540
 NE0540  STATE/COUNTY-  ON/ESSEX
 NE0540  COUNTRY     -  CANADA
 NE0540  NTS MAPSHEET-  AMHERSTBURG (2020)
 NE0540
 NE0540                         *CURRENT SURVEY CONTROL
 NE0540  ______________________________________________________________________
 NE0540* NAD 83(1986) POSITION- 42 08 10.     (N) 083 06 54.     (W)   SCALED
 NE0540* NAVD 88 ORTHO HEIGHT -   180.712 (meters)      592.89  (feet) ADJUSTED
 NE0540  ______________________________________________________________________
 NE0540  GEOID HEIGHT    -        -35.360 (meters)                     EGM08
 NE0540  DYNAMIC HEIGHT  -        180.653 (meters)      592.69  (feet) COMP
 NE0540  MODELED GRAVITY -    980,292.7   (mgal)                       NAVD 88
 NE0540
 NE0540  VERT ORDER      -  FIRST     CLASS 0
 NE0540
 NE0540.The positional and height information provided upon this datasheet are not
 NE0540.officially recognized by the Government of Canada, provincial governments
 NE0540.within Canada, nor are they intended to replace or substitute for them.
 NE0540.The intent of sharing this data is to allow access to positions or heights
 NE0540.recognized by the United States Government. Passive control that is used by
 NE0540.both nations may share the same or similar designations or descriptions but
 NE0540.do not share official positions or heights. The 'Station Description' may
 NE0540.originate from a Canadian 'Station Report' and if so contains information
 NE0540.licensed under the 'Open Government License - Canada'.
 NE0540
 NE0540.The horizontal coordinates were scaled from a map and have
 NE0540.an estimated accuracy of +/- 6 seconds.
 NE0540
 NE0540.The orthometric height was determined by differential leveling and
 NE0540.adjusted by the NATIONAL GEODETIC SURVEY
 NE0540.in June 1991.
 NE0540
 NE0540.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0540
 NE0540.Click photographs - Photos may exist for this station.
 NE0540
 NE0540.The dynamic height is computed by dividing the NAVD 88
 NE0540.geopotential number by the normal gravity value computed on the
 NE0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0540.degrees latitude (g = 980.6199 gals.).
 NE0540
 NE0540.The modeled gravity was interpolated from observed gravity values.
 NE0540
 NE0540
 NE0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG252670(NAD 83)
 NE0540
 NE0540                          SUPERSEDED SURVEY CONTROL
 NE0540
 NE0540  NGVD 29 (??/??/92)  180.86   (m)          593.4    (f) COMPUTED    1 0
 NE0540
 NE0540.Superseded values are not recommended for survey control.
 NE0540
 NE0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0540.See file dsdata.pdf to determine how the superseded data were derived.
 NE0540
 NE0540_MARKER: Z = SEE DESCRIPTION
 NE0540_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0540_SP_SET: STEEL ROD
 NE0540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0540
 NE0540  HISTORY     - Date     Condition        Report By
 NE0540  HISTORY     - 1958     MONUMENTED       USLS
 NE0540  HISTORY     - 1970     GOOD             USLS
 NE0540  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0540
 NE0540                          STATION DESCRIPTION
 NE0540
 NE0540'DESCRIBED BY US LAKE SURVEY 1970
 NE0540'2.4 MI N FROM AMERSTBURG.
 NE0540'GARAGE IS APPROXIMATELY 2.4 MILES NORTH OF POST OFFICE AT
 NE0540'AMERSTBURG, ESSEX COUNTY, ONTARIO, APPROXIMATELY 2,200 FEET
 NE0540'NORTH OF THE LIMEKILN CROSSING REAR RANGE LIGHT, NEARLY OPPOSITE
 NE0540'THE LIVINGSTONE CHANNEL UPPER ENTRANCE LIGHT, ON EAST SIDE
 NE0540'OF THE RIVER ROAD, IN BACK YARD OF DWELLING OCCUPIED BY WALTER
 NE0540'COULTER, NEAR NORTHEAST CORNER OF THE COMBINED GARAGE AND
 NE0540'UTILITY BUILDING, IN LINE WITH NORTH FACE OF THE BUILDING, 1.0
 NE0540'FEET FROM THE CORNER, 1/2-FOOT BELOW THE GROUND SURFACE, BEING
 NE0540'HIGHEST POINT ON TOP OF A 5/8-INCH COPPER COATED STEEL ROD, 8-1/2
 NE0540'FEET LONG.  NOTE-- PREV. DESIG. BM GARAGE 1958
 NE0540
 NE0540                          STATION RECOVERY (1980)
 NE0540
 NE0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0540'NOT RECOVERED CONSIDERED DESTROYED AS THE ASPHALT PAVEMENT NOW
 NE0540'COVERES THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TA0132 ***********************************************************************
 TA0132  DESIGNATION -  GARB
 TA0132  PID         -  TA0132
 TA0132  STATE/COUNTY-  ON/RAINY RIVER
 TA0132  COUNTRY     -  CANADA
 TA0132  NTS MAPSHEET-  KNIFE LAKE (2020)
 TA0132
 TA0132                         *CURRENT SURVEY CONTROL
 TA0132  ______________________________________________________________________
 TA0132* NAD 83(1996) POSITION- 48 04 33.57210(N) 091 27 26.53294(W)   ADJUSTED
 TA0132* NAVD 88 ORTHO HEIGHT -   397.    (meters)     1302.    (feet) SCALED
 TA0132  ______________________________________________________________________
 TA0132  GEOID HEIGHT    -        -31.383 (meters)                     EGM08
 TA0132  HORZ ORDER      -  FIRST
 TA0132
 TA0132.The positional and height information provided upon this datasheet are not
 TA0132.officially recognized by the Government of Canada, provincial governments
 TA0132.within Canada, nor are they intended to replace or substitute for them.
 TA0132.The intent of sharing this data is to allow access to positions or heights
 TA0132.recognized by the United States Government. Passive control that is used by
 TA0132.both nations may share the same or similar designations or descriptions but
 TA0132.do not share official positions or heights. The 'Station Description' may
 TA0132.originate from a Canadian 'Station Report' and if so contains information
 TA0132.licensed under the 'Open Government License - Canada'.
 TA0132
 TA0132.The horizontal coordinates were established by classical geodetic methods
 TA0132.and adjusted by the National Geodetic Survey in March 1999.
 TA0132
 TA0132.The orthometric height was scaled from a topographic map.
 TA0132
 TA0132.Significant digits in the geoid height do not necessarily reflect accuracy.
 TA0132
 TA0132.Click photographs - Photos may exist for this station.
 TA0132
 TA0132. The following values were computed from the NAD 83(1996) position.
 TA0132
 TA0132;                    North         East     Units Scale Factor Converg.
 TA0132;UTM  15      - 5,325,897.517   614,902.674   MT  0.99976223   +1 08 52.4
 TA0132
 TA0132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TA0132!UTM  15      -   0.99994266  x   0.99976223  =   0.99970491
 TA0132
 TA0132:                Primary Azimuth Mark                     Grid Az
 TA0132:UTM  15      -  HAD                                      243 14 41.4
 TA0132
 TA0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UXP1490225897(NAD 83)
 TA0132
 TA0132|---------------------------------------------------------------------|
 TA0132| PID    Reference Object                     Distance      Geod. Az  |
 TA0132|                                                           dddmmss.s |
 TA0132| TA0143 HAD                                 APPROX. 3.8 KM 2442333.8 |
 TA0132|---------------------------------------------------------------------|
 TA0132
 TA0132                          SUPERSEDED SURVEY CONTROL
 TA0132
 TA0132  NAD 83(1986)-  48 04 33.57220(N)    091 27 26.53702(W) AD(       ) 1
 TA0132  NAD 27      -  48 04 33.95800(N)    091 27 26.12300(W) AD(       ) 1
 TA0132
 TA0132.Superseded values are not recommended for survey control.
 TA0132
 TA0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TA0132.See file dsdata.pdf to determine how the superseded data were derived.
 TA0132
 TA0132_MARKER: DU = BOUNDARY MARKER
 TA0132_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 TA0132_STAMPING: 151
 TA0132_MARK LOGO: IBC
 TA0132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TA0132
 TA0132  HISTORY     - Date     Condition        Report By
 TA0132  HISTORY     - 1913     MONUMENTED       IBC
 TA0132  HISTORY     - 1915     GOOD             CGS
 TA0132
 TA0132                          STATION DESCRIPTION
 TA0132
 TA0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1915
 TA0132'ON CANADIAN SIDE OF BASSWOOD LAKE, ON EAST SHORE OF BAYLEY BAY,
 TA0132'ONE-THIRD MILE NORTH OF WOODED ISLAND, NEAR MIDDLE OF FLAT ROCK
 TA0132'ABOUT 10 FEET SQUARE THAT PROJECTS INTO LAKE, AND 1 FOOT ABOVE
 TA0132'LAKE LEVEL.  MARKED BY STANDARD BRONZE DISK OF INTERNATIONAL
 TA0132'BOUNDARY COMMISSION IN ROCK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0785 ***********************************************************************
 RJ0785  DESIGNATION -  GARDEN RIVER ST JOHNS CH CROSS
 RJ0785  PID         -  RJ0785
 RJ0785  STATE/COUNTY-  ON/ALGOMA
 RJ0785  COUNTRY     -  CANADA
 RJ0785  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ0785
 RJ0785                         *CURRENT SURVEY CONTROL
 RJ0785  ______________________________________________________________________
 RJ0785* NAD 83(1986) POSITION- 46 31 47.54374(N) 084 09 39.10866(W)   ADJUSTED
 RJ0785* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0785  ______________________________________________________________________
 RJ0785  GEOID HEIGHT    -        -37.230 (meters)                     EGM08
 RJ0785  HORZ ORDER      -  THIRD
 RJ0785
 RJ0785.The positional and height information provided upon this datasheet are not
 RJ0785.officially recognized by the Government of Canada, provincial governments
 RJ0785.within Canada, nor are they intended to replace or substitute for them.
 RJ0785.The intent of sharing this data is to allow access to positions or heights
 RJ0785.recognized by the United States Government. Passive control that is used by
 RJ0785.both nations may share the same or similar designations or descriptions but
 RJ0785.do not share official positions or heights. The 'Station Description' may
 RJ0785.originate from a Canadian 'Station Report' and if so contains information
 RJ0785.licensed under the 'Open Government License - Canada'.
 RJ0785
 RJ0785.The horizontal coordinates were established by classical geodetic methods
 RJ0785.and adjusted by the National Geodetic Survey in July 1986.
 RJ0785
 RJ0785.The orthometric height was scaled from a topographic map.
 RJ0785
 RJ0785.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0785
 RJ0785.Click photographs - Photos may exist for this station.
 RJ0785
 RJ0785. The following values were computed from the NAD 83(1986) position.
 RJ0785
 RJ0785;                    North         East     Units Scale Factor Converg.
 RJ0785;UTM  16      - 5,156,839.298   717,728.304   MT  1.00018274   +2 03 40.5
 RJ0785
 RJ0785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0785!UTM  16      -   0.99997824  x   1.00018274  =   1.00016098
 RJ0785
 RJ0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1772856839(NAD 83)
 RJ0785
 RJ0785                          SUPERSEDED SURVEY CONTROL
 RJ0785
 RJ0785  NAD 27      -  46 31 47.46000(N)    084 09 39.00000(W) AD(       ) 3
 RJ0785
 RJ0785.Superseded values are not recommended for survey control.
 RJ0785
 RJ0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0785.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0785
 RJ0785_MARKER: 91 = CHURCH CROSS
 RJ0785
 RJ0785  HISTORY     - Date     Condition        Report By
 RJ0785  HISTORY     - 1943     FIRST OBSERVED   IBC
 RJ0785  HISTORY     - 1958     GOOD             IBC
 RJ0785
 RJ0785                          STATION DESCRIPTION
 RJ0785
 RJ0785'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0785'THE CENTER OF CROSS ON SPIRE OF CHURCH W OF GARDEN RIVER AND 200
 RJ0785'FEET N OF BANK OF ST MARYS RIVER, ON GARDEN RIVER INDIAN RESERVATION.
 RJ0785
 RJ0785                          STATION RECOVERY (1958)
 RJ0785
 RJ0785'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0785'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 QJ0193 ***********************************************************************
 QJ0193  DESIGNATION -  GATACRE USLS 1904
 QJ0193  PID         -  QJ0193
 QJ0193  STATE/COUNTY-  ON/MANITOULIN
 QJ0193  COUNTRY     -  CANADA
 QJ0193  NTS MAPSHEET-  SILVER WATER (2020)
 QJ0193
 QJ0193                         *CURRENT SURVEY CONTROL
 QJ0193  ______________________________________________________________________
 QJ0193* NAD 83(1986) POSITION- 45 45 21.92301(N) 082 38 01.48905(W)   ADJUSTED
 QJ0193* NAVD 88 ORTHO HEIGHT -   178.    (meters)      584.    (feet) SCALED
 QJ0193  ______________________________________________________________________
 QJ0193  GEOID HEIGHT    -        -37.638 (meters)                     EGM08
 QJ0193  HORZ ORDER      -  SECOND
 QJ0193
 QJ0193.The positional and height information provided upon this datasheet are not
 QJ0193.officially recognized by the Government of Canada, provincial governments
 QJ0193.within Canada, nor are they intended to replace or substitute for them.
 QJ0193.The intent of sharing this data is to allow access to positions or heights
 QJ0193.recognized by the United States Government. Passive control that is used by
 QJ0193.both nations may share the same or similar designations or descriptions but
 QJ0193.do not share official positions or heights. The 'Station Description' may
 QJ0193.originate from a Canadian 'Station Report' and if so contains information
 QJ0193.licensed under the 'Open Government License - Canada'.
 QJ0193
 QJ0193.The horizontal coordinates were established by classical geodetic methods
 QJ0193.and adjusted by the National Geodetic Survey in July 1986.
 QJ0193
 QJ0193.The orthometric height was scaled from a topographic map.
 QJ0193
 QJ0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0193
 QJ0193.Click photographs - Photos may exist for this station.
 QJ0193
 QJ0193. The following values were computed from the NAD 83(1986) position.
 QJ0193
 QJ0193;                    North         East     Units Scale Factor Converg.
 QJ0193;UTM  17      - 5,068,245.857   372,940.916   MT  0.99979848   -1 10 13.9
 QJ0193
 QJ0193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0193!UTM  17      -   0.99997801  x   0.99979848  =   0.99977649
 QJ0193
 QJ0193:                Primary Azimuth Mark                     Grid Az
 QJ0193:UTM  17      -  DUCK ISLAND USLS 1904                    247 33 21.4
 QJ0193
 QJ0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL7294068245(NAD 83)
 QJ0193
 QJ0193|---------------------------------------------------------------------|
 QJ0193| PID    Reference Object                     Distance      Geod. Az  |
 QJ0193|                                                           dddmmss.s |
 QJ0193| QJ0194 DUCK ISLAND USLS 1904               APPROX.28.1 KM 2462307.5 |
 QJ0193|---------------------------------------------------------------------|
 QJ0193
 QJ0193                          SUPERSEDED SURVEY CONTROL
 QJ0193
 QJ0193  NAD 27      -  45 45 21.82600(N)    082 38 01.68200(W) AD(       ) 2
 QJ0193
 QJ0193.Superseded values are not recommended for survey control.
 QJ0193
 QJ0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0193.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0193
 QJ0193_MARKER: Z = SEE DESCRIPTION
 QJ0193_SETTING: 0 = UNSPECIFIED SETTING
 QJ0193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0193
 QJ0193  HISTORY     - Date     Condition        Report By
 QJ0193  HISTORY     - 1904     MONUMENTED       USLS
 QJ0193
 QJ0193                          STATION DESCRIPTION
 QJ0193
 QJ0193'DESCRIBED BY US LAKE SURVEY 1904
 QJ0193'ON SOUTHERN SHORE OF MANITOULIN ISLAND, ON GATACRE POINT, ABOUT 40
 QJ0193'FEET FROM FRINGE OF
 QJ0193'TREES, 50 FEET FROM NEAREST POINT OF WATER, 71 FEET FROM BLAZED
 QJ0193'8-INCH CEDAR TREE, 74 FEET FROM
 QJ0193'BLAZED 6-INCH SPRUCE TREE, 55 FEET FROM BLAZED 6-INCH SPRUCE
 QJ0193'TREE, AND 48 FEET FROM BLAZED 8-INCH CEDAR
 QJ0193'TREE.  MARKED BY 1/2-INCH DRILL HOLE (1-1/2
 QJ0193'INCHES DEEP) IN PORTION OF ROCKS SLIGHTLY LOWER THAN
 QJ0193'SURROUNDING SURFACE, AND FREE
 QJ0193'FROM ERODED HOLES WITH WHICH MOST OF SURFACE IS COVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0844 ***********************************************************************
 RJ0844  DESIGNATION -  GATE IBC 1943
 RJ0844  PID         -  RJ0844
 RJ0844  STATE/COUNTY-  ON/ALGOMA
 RJ0844  COUNTRY     -  CANADA
 RJ0844  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ0844
 RJ0844                         *CURRENT SURVEY CONTROL
 RJ0844  ______________________________________________________________________
 RJ0844* NAD 83(1986) POSITION- 46 30 47.21652(N) 084 20 59.03507(W)   ADJUSTED
 RJ0844* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0844  ______________________________________________________________________
 RJ0844  GEOID HEIGHT    -        -37.094 (meters)                     EGM08
 RJ0844  HORZ ORDER      -  THIRD
 RJ0844
 RJ0844.The positional and height information provided upon this datasheet are not
 RJ0844.officially recognized by the Government of Canada, provincial governments
 RJ0844.within Canada, nor are they intended to replace or substitute for them.
 RJ0844.The intent of sharing this data is to allow access to positions or heights
 RJ0844.recognized by the United States Government. Passive control that is used by
 RJ0844.both nations may share the same or similar designations or descriptions but
 RJ0844.do not share official positions or heights. The 'Station Description' may
 RJ0844.originate from a Canadian 'Station Report' and if so contains information
 RJ0844.licensed under the 'Open Government License - Canada'.
 RJ0844
 RJ0844.The horizontal coordinates were established by classical geodetic methods
 RJ0844.and adjusted by the National Geodetic Survey in July 1986.
 RJ0844
 RJ0844.The orthometric height was scaled from a topographic map.
 RJ0844
 RJ0844.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0844
 RJ0844.Click photographs - Photos may exist for this station.
 RJ0844
 RJ0844. The following values were computed from the NAD 83(1986) position.
 RJ0844
 RJ0844;                    North         East     Units Scale Factor Converg.
 RJ0844;UTM  16      - 5,154,473.439   703,307.424   MT  1.00010810   +1 55 24.6
 RJ0844
 RJ0844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0844!UTM  16      -   0.99997822  x   1.00010810  =   1.00008632
 RJ0844
 RJ0844:                Primary Azimuth Mark                     Grid Az
 RJ0844:UTM  16      -  WINDSOR IBC 1943                         105 24 14.8
 RJ0844
 RJ0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0330754473(NAD 83)
 RJ0844
 RJ0844|---------------------------------------------------------------------|
 RJ0844| PID    Reference Object                     Distance      Geod. Az  |
 RJ0844|                                                           dddmmss.s |
 RJ0844| RJ0838 WINDSOR IBC 1943                    APPROX. 1.6 KM 1071939.4 |
 RJ0844| RJ0850 NORTHEAST PIERHEAD FRONT LIGHT      APPROX. 1.1 KM 1445522.0 |
 RJ0844|---------------------------------------------------------------------|
 RJ0844
 RJ0844                          SUPERSEDED SURVEY CONTROL
 RJ0844
 RJ0844  NAD 27      -  46 30 47.14400(N)    084 20 58.88900(W) AD(       ) 3
 RJ0844
 RJ0844.Superseded values are not recommended for survey control.
 RJ0844
 RJ0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0844.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0844
 RJ0844_MARKER: Z = SEE DESCRIPTION
 RJ0844_SETTING: 0 = UNSPECIFIED SETTING
 RJ0844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0844
 RJ0844  HISTORY     - Date     Condition        Report By
 RJ0844  HISTORY     - 1943     MONUMENTED       IBC
 RJ0844  HISTORY     - 1968     GOOD             USACE
 RJ0844
 RJ0844                          STATION DESCRIPTION
 RJ0844
 RJ0844'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0844'ON THE ROOF OF THE POWERHOUSE FOR OPERATING THE GATES OF THE
 RJ0844'CANADIAN LOCK WHICH IS OPPOSITE THE E GATES ON THE N SIDE OF THE
 RJ0844'LOCK.  IT IS ON THE TARRED METAL ROOF 9.59 FEET S OF THE FIFTH METAL
 RJ0844'RIDGED SEAM FROM THE N END OF THE ROOF AND 3.52 FEET W OF THE CENTER
 RJ0844'OF THE ROOF.  IT IS 6.0 FEET FROM THE W EDGE OF ROOF, 13.1 FEET
 RJ0844'FROM E EDGE OF ROOF, 14.83 FEET FROM SE CORNER OF STONE CHIMNEY
 RJ0844'AT N END OF BUILDING, AND 13.26 FEET FROM SW CORNER OF SAME CHIMNEY.
 RJ0844'STATION MARK--A SLIGHT DENT IN SURFACE OF THE METAL.
 RJ0844
 RJ0844                          STATION RECOVERY (1968)
 RJ0844
 RJ0844'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1968
 RJ0844'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1328 ***********************************************************************
 RJ1328  DESIGNATION -  GENE C7M 046
 RJ1328  PID         -  RJ1328
 RJ1328  STATE/COUNTY-  ON/ALGOMA
 RJ1328  COUNTRY     -  CANADA
 RJ1328  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ1328
 RJ1328                         *CURRENT SURVEY CONTROL
 RJ1328  ______________________________________________________________________
 RJ1328* NAD 83(1986) POSITION- 46 18 12.25742(N) 084 06 34.82720(W)   ADJUSTED
 RJ1328* NAVD 88 ORTHO HEIGHT -   177.8   (meters)      583.    (feet) VERTCON
 RJ1328  ______________________________________________________________________
 RJ1328  GEOID HEIGHT    -        -37.075 (meters)                     EGM08
 RJ1328  HORZ ORDER      -  SECOND
 RJ1328
 RJ1328.The positional and height information provided upon this datasheet are not
 RJ1328.officially recognized by the Government of Canada, provincial governments
 RJ1328.within Canada, nor are they intended to replace or substitute for them.
 RJ1328.The intent of sharing this data is to allow access to positions or heights
 RJ1328.recognized by the United States Government. Passive control that is used by
 RJ1328.both nations may share the same or similar designations or descriptions but
 RJ1328.do not share official positions or heights. The 'Station Description' may
 RJ1328.originate from a Canadian 'Station Report' and if so contains information
 RJ1328.licensed under the 'Open Government License - Canada'.
 RJ1328
 RJ1328.The horizontal coordinates were established by classical geodetic methods
 RJ1328.and adjusted by the National Geodetic Survey in May 1990.
 RJ1328
 RJ1328.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1328
 RJ1328.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1328
 RJ1328.Click photographs - Photos may exist for this station.
 RJ1328
 RJ1328. The following values were computed from the NAD 83(1986) position.
 RJ1328
 RJ1328;                    North         East     Units Scale Factor Converg.
 RJ1328;UTM  16      - 5,131,819.374   722,574.004   MT  1.00020900   +2 05 26.1
 RJ1328
 RJ1328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1328!UTM  16      -   0.99997794  x   1.00020900  =   1.00018693
 RJ1328
 RJ1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2257431819(NAD 83)
 RJ1328
 RJ1328                          SUPERSEDED SURVEY CONTROL
 RJ1328
 RJ1328  NGVD 29 (05/22/90)  177.8    (m)          583.     (f) VERT ANG       
 RJ1328
 RJ1328.Superseded values are not recommended for survey control.
 RJ1328
 RJ1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1328.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1328
 RJ1328_MARKER: DS = TRIANGULATION STATION DISK
 RJ1328_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1328+WITH SETTING: INFORMATION.
 RJ1328_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1328
 RJ1328  HISTORY     - Date     Condition        Report By
 RJ1328  HISTORY     - 1988     MONUMENTED       USACE
 RJ1328
 RJ1328                          STATION DESCRIPTION
 RJ1328
 RJ1328'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1328'THE STATION IS LOCATED ABOUT 28.3 KM (17.6 MI) SOUTHEAST OF SAULT
 RJ1328'STE MARIE, 39.0 KM (24.2 MI) EAST-NORTHEAST OF RUDYARD AND 38.0
 RJ1328'KM
 RJ1328'(23.6 MI) NORTH-NORTHWEST OF DETOUR VILLAGE IN FRAC. PART OF LOT 1,
 RJ1328'CONCESSION A, ST. JOSEPH TOWNSHIP.
 RJ1328'OWNERSHIP---TOWNSHIP OF ST. JOSEPH, CANADA
 RJ1328'
 RJ1328'TO REACH STATION FROM THE POST OFFICE IN BARBEAU
 RJ1328'MI,
 RJ1328'TRAVEL
 RJ1328'EAST FOR 4.3 KM (2.7 MI)
 RJ1328'ON 15 MILE ROAD TO SCENIC DRIVE, TURN LEFT AND TRAVEL NORTH FOR 3.7
 RJ1328'KM (2.3 MI) ON SCENIC DRIVE TO THE BRIDGE CROSSING THE CHARLOTTE
 RJ1328'RIVER, AT NORTH END OF BRIDGE TURN RIGHT ONTO A
 RJ1328'GRAVEL ROAD TO THE PUBLIC BOAT LAUNCH. BY BOAT TRAVEL
 RJ1328'UPRIVER FOR 30 MINUTES ALONG MIDDLE NEEBISH CHANNEL TO MUNSCONG
 RJ1328'CHANNEL AND THEN TO EAST SHORE WHERE STATION IS LOCATED.
 RJ1328'
 RJ1328'THE STATION IS A STANDARD COE DISK THAT IS STAMPED---C7M-046---,
 RJ1328'SET INTO A COVERED SLEEVE FLUSH WITH GROUND AND ATTACHED TO AN
 RJ1328'ALUMINUM ROD DRIVEN INTO THE GROUND LOCATED 4.6 METERS (15 FT)
 RJ1328'FROM WATERS EDGE NEXT TO FLAGPOLE AT GUS RIVERSIDE INN.
 RJ1328'
 RJ1328'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0913 ***********************************************************************
 TC0913  DESIGNATION -  GILSON
 TC0913  PID         -  TC0913
 TC0913  STATE/COUNTY-  ON/RAINY RIVER
 TC0913  COUNTRY     -  CANADA
 TC0913  NTS MAPSHEET-  PINEWOOD (2020)
 TC0913
 TC0913                         *CURRENT SURVEY CONTROL
 TC0913  ______________________________________________________________________
 TC0913* NAD 83(1996) POSITION- 48 42 30.36519(N) 094 17 14.18343(W)   ADJUSTED
 TC0913* NAVD 88 ORTHO HEIGHT -   329.    (meters)     1079.    (feet) SCALED
 TC0913  ______________________________________________________________________
 TC0913  GEOID HEIGHT    -        -29.379 (meters)                     EGM08
 TC0913  HORZ ORDER      -  THIRD
 TC0913
 TC0913.The positional and height information provided upon this datasheet are not
 TC0913.officially recognized by the Government of Canada, provincial governments
 TC0913.within Canada, nor are they intended to replace or substitute for them.
 TC0913.The intent of sharing this data is to allow access to positions or heights
 TC0913.recognized by the United States Government. Passive control that is used by
 TC0913.both nations may share the same or similar designations or descriptions but
 TC0913.do not share official positions or heights. The 'Station Description' may
 TC0913.originate from a Canadian 'Station Report' and if so contains information
 TC0913.licensed under the 'Open Government License - Canada'.
 TC0913
 TC0913.The horizontal coordinates were established by classical geodetic methods
 TC0913.and adjusted by the National Geodetic Survey in March 1999.
 TC0913
 TC0913.The orthometric height was scaled from a topographic map.
 TC0913
 TC0913.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0913
 TC0913.Click photographs - Photos may exist for this station.
 TC0913
 TC0913. The following values were computed from the NAD 83(1996) position.
 TC0913
 TC0913;                    North         East     Units Scale Factor Converg.
 TC0913;UTM  15      - 5,395,844.073   405,298.259   MT  0.99971018   -0 58 02.2
 TC0913
 TC0913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0913!UTM  15      -   0.99995299  x   0.99971018  =   0.99966318
 TC0913
 TC0913:                Primary Azimuth Mark                     Grid Az
 TC0913:UTM  15      -  FLYNN                                    174 48 42.0
 TC0913
 TC0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP0529895844(NAD 83)
 TC0913
 TC0913|---------------------------------------------------------------------|
 TC0913| PID    Reference Object                     Distance      Geod. Az  |
 TC0913|                                                           dddmmss.s |
 TC0913| TC1024 BOUNDARY REF MON 118                378.988 METERS 11828     |
 TC0913| TC0907 FLYNN                               432.928 METERS 1735039.8 |
 TC0913| TC0930 JOHN                                429.903 METERS 2313316.5 |
 TC0913| TC0829 BEND                                336.638 METERS 28739     |
 TC0913|---------------------------------------------------------------------|
 TC0913
 TC0913                          SUPERSEDED SURVEY CONTROL
 TC0913
 TC0913  NAD 83(1986)-  48 42 30.34758(N)    094 17 14.17472(W) AD(       ) 3
 TC0913
 TC0913.Superseded values are not recommended for survey control.
 TC0913
 TC0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0913.See file dsdata.pdf to determine how the superseded data were derived.
 TC0913
 TC0913_MARKER: X = CHISELED CROSS
 TC0913_SETTING: 80 = SET IN A BOULDER
 TC0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0913+STABILITY: SURFACE MOTION
 TC0913
 TC0913  HISTORY     - Date     Condition        Report By
 TC0913  HISTORY     - 1914     MONUMENTED       IBC
 TC0913
 TC0913                          STATION DESCRIPTION
 TC0913
 TC0913'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC0913'ON THE NORTH BANK OF RAINY RIVER, ABOUT THREE - FOURTHS MILE EAST OF
 TC0913'PINEWOOD, ONTARIO.  THE STATION IS ABOUT 5 METERS ABOVE AND 11 METERS
 TC0913'BACK FROM THE RIVERS EDGE, AND IS ABOUT 1.5 METERS FROM THE CORNER OF
 TC0913'A FENCE AND 12 METERS FROM AN OLD SLIDE IN THE BANK.  GILSONS HOUSE
 TC0913'IS ABOUT 18 METERS EAST OF THE STATION.
 TC0913'
 TC0913'STATION MARK--A CROSS CUT IN A STONE.  SUBSURFACE MARK IS A BALL OF
 TC0913'WIRE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0610 ***********************************************************************
 TC0610  DESIGNATION -  GIP
 TC0610  PID         -  TC0610
 TC0610  STATE/COUNTY-  ON/RAINY RIVER
 TC0610  COUNTRY     -  CANADA
 TC0610  NTS MAPSHEET-  RAINY RIVER (2020)
 TC0610
 TC0610                         *CURRENT SURVEY CONTROL
 TC0610  ______________________________________________________________________
 TC0610* NAD 83(1996) POSITION- 48 43 21.86874(N) 094 31 54.93558(W)   ADJUSTED
 TC0610* NAVD 88 ORTHO HEIGHT -   335.    (meters)     1099.    (feet) SCALED
 TC0610  ______________________________________________________________________
 TC0610  GEOID HEIGHT    -        -29.063 (meters)                     EGM08
 TC0610  HORZ ORDER      -  SECOND
 TC0610
 TC0610.The positional and height information provided upon this datasheet are not
 TC0610.officially recognized by the Government of Canada, provincial governments
 TC0610.within Canada, nor are they intended to replace or substitute for them.
 TC0610.The intent of sharing this data is to allow access to positions or heights
 TC0610.recognized by the United States Government. Passive control that is used by
 TC0610.both nations may share the same or similar designations or descriptions but
 TC0610.do not share official positions or heights. The 'Station Description' may
 TC0610.originate from a Canadian 'Station Report' and if so contains information
 TC0610.licensed under the 'Open Government License - Canada'.
 TC0610
 TC0610.The horizontal coordinates were established by classical geodetic methods
 TC0610.and adjusted by the National Geodetic Survey in March 1999.
 TC0610
 TC0610.The orthometric height was scaled from a topographic map.
 TC0610
 TC0610.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0610
 TC0610.Click photographs - Photos may exist for this station.
 TC0610
 TC0610. The following values were computed from the NAD 83(1996) position.
 TC0610
 TC0610;                    North         East     Units Scale Factor Converg.
 TC0610;UTM  15      - 5,397,767.076   387,332.133   MT  0.99975595   -1 09 05.1
 TC0610
 TC0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0610!UTM  15      -   0.99995200  x   0.99975595  =   0.99970796
 TC0610
 TC0610:                Primary Azimuth Mark                     Grid Az
 TC0610:UTM  15      -  TOAD                                     271 10 19.1
 TC0610
 TC0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8733297767(NAD 83)
 TC0610
 TC0610|---------------------------------------------------------------------|
 TC0610| PID    Reference Object                     Distance      Geod. Az  |
 TC0610|                                                           dddmmss.s |
 TC0610| TC0609 TOAD                                APPROX. 3.9 KM 2700114.0 |
 TC0610|---------------------------------------------------------------------|
 TC0610
 TC0610                          SUPERSEDED SURVEY CONTROL
 TC0610
 TC0610  NAD 83(1986)-  48 43 21.85231(N)    094 31 54.92939(W) AD(       ) 2
 TC0610  NAD 27      -  48 43 21.95754(N)    094 31 54.20316(W) AD(       ) 2
 TC0610  USSD        -  48 43 22.59400(N)    094 31 53.89000(W) AD(       ) 3
 TC0610
 TC0610.Superseded values are not recommended for survey control.
 TC0610
 TC0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0610.See file dsdata.pdf to determine how the superseded data were derived.
 TC0610
 TC0610_MARKER: DS = TRIANGULATION STATION DISK
 TC0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC0610
 TC0610  HISTORY     - Date     Condition        Report By
 TC0610  HISTORY     - 1923     MONUMENTED       CGS
 TC0610  HISTORY     - 1969     GOOD             IBC
 TC0610
 TC0610                          STATION DESCRIPTION
 TC0610
 TC0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (CMD)
 TC0610'ABOUT 1 MILE EAST OF RAINY RIVER, 977 METERS (3,205 FEET) WEST OF
 TC0610'MILEPOST 141 OF CANADIAN NATIONAL RAILWAY, AND 1.924 METERS
 TC0610'(6.31 FEET) SOUTH OF SOUTH RAIL.  SURFACE AND UNDERGROUND MARKS
 TC0610'ARE STANDARD STATION DISKS IN CONCRETE.
 TC0610'REFERANCE MARK IS STANDARD REFERENCE DISK IN CONCRETE,
 TC0610'11.705 METERS (38.40 FEET) FROM STATION S 2 DEG 38 MIN W.
 TC0610
 TC0610                          STATION RECOVERY (1969)
 TC0610
 TC0610'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1969 (CWB)
 TC0610'SURFACE MARK WAS FOUND OUT OF GROUND ON ITS SIDE NEAR STATION.
 TC0610'SUBSURFACE MARK WAS RECOVERED IN GOOD CONDITION, AS WAS THE
 TC0610'REFERENCE MARK.  DUE TO VARIOUS CHANGES A COMPLETE NEW DESCRIPTION
 TC0610'FOLLOWS.
 TC0610'
 TC0610'THE STATION IS LOCATED ABOUT 1-1/2 MILES E OF THE TOWN OF RAINY
 TC0610'RIVER, ONT., 3 MILES NE OF BAUDETTE, MINN., AND 1-3/8 MILES N OF
 TC0610'THE N BANK OF THE RAINY RIVER.  ON THE RIGHT OF WAY OF THE CN
 TC0610'RAILWAY.
 TC0610'
 TC0610'TO REACH STATION FROM CN RAILWAY STATION IN RAINY RIVER, ONT., GO
 TC0610'E ON ONT. HIGHWAY 11 FOR 1.7 MILES, THEN TURN N ON DRIVE TO MR.
 TC0610'NORMAN MARTINSONS HOUSE AND GO 0.02 MILES TO CN RAILWAYS TRACKS,
 TC0610'WITH STATION AND REFERENCE MARK ON THE WEST.
 TC0610'
 TC0610'THE STATION IS 267.5 FEET E ALONG THE TRACKS, WHERE BOTTLE CAP AND
 TC0610'NAIL ARE IN THE TIE, FROM MILEPOST 142, 21.9 FEET W FROM CENTER
 TC0610'OF DRIVE, AND 6.8 FEET S FROM CENTER OF S RAIL AT POINT WHERE
 TC0610'BOTTLE CAP AND NAIL ARE IN TIE.  REFERENCE MARK IS 23.3 FEET W
 TC0610'OF CENTER OF DRIVE, 10.98 FEET S FROM R.R. TELEGRAPH POLE NO. 6,
 TC0610'0.9 FEET N OF R.R. RIGHT OF WAY FENCE, AND RECORDED AS 38.40
 TC0610'FEET S 2 DEG 38 MIN W FROM STATION IN 1923, BUT
 TC0610'MEASURED WITH AN UNSTANDARDIZED TAPE AS 38.54 FEET IN 1969.
 TC0610'
 TC0610'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 TC0610'EAST OF RAINY RIVER, ONTARIO, CANADA
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TA0160 ***********************************************************************
 TA0160  DESIGNATION -  GLINT
 TA0160  PID         -  TA0160
 TA0160  STATE/COUNTY-  ON/RAINY RIVER
 TA0160  COUNTRY     -  CANADA
 TA0160  NTS MAPSHEET-  BASSWOOD LAKE (2020)
 TA0160
 TA0160                         *CURRENT SURVEY CONTROL
 TA0160  ______________________________________________________________________
 TA0160* NAD 83(1996) POSITION- 48 12 04.28677(N) 091 38 53.40146(W)   ADJUSTED
 TA0160* NAVD 88 ORTHO HEIGHT -   457.    (meters)     1499.    (feet) SCALED
 TA0160  ______________________________________________________________________
 TA0160  GEOID HEIGHT    -        -31.868 (meters)                     EGM08
 TA0160  HORZ ORDER      -  FIRST
 TA0160
 TA0160.The positional and height information provided upon this datasheet are not
 TA0160.officially recognized by the Government of Canada, provincial governments
 TA0160.within Canada, nor are they intended to replace or substitute for them.
 TA0160.The intent of sharing this data is to allow access to positions or heights
 TA0160.recognized by the United States Government. Passive control that is used by
 TA0160.both nations may share the same or similar designations or descriptions but
 TA0160.do not share official positions or heights. The 'Station Description' may
 TA0160.originate from a Canadian 'Station Report' and if so contains information
 TA0160.licensed under the 'Open Government License - Canada'.
 TA0160
 TA0160.The horizontal coordinates were established by classical geodetic methods
 TA0160.and adjusted by the National Geodetic Survey in March 1999.
 TA0160
 TA0160.The orthometric height was scaled from a topographic map.
 TA0160
 TA0160.Significant digits in the geoid height do not necessarily reflect accuracy.
 TA0160
 TA0160.Click photographs - Photos may exist for this station.
 TA0160
 TA0160. The following values were computed from the NAD 83(1996) position.
 TA0160
 TA0160;                    North         East     Units Scale Factor Converg.
 TA0160;UTM  15      - 5,339,545.596   600,446.924   MT  0.99972397   +1 00 28.3
 TA0160
 TA0160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TA0160!UTM  15      -   0.99993334  x   0.99972397  =   0.99965732
 TA0160
 TA0160:                Primary Azimuth Mark                     Grid Az
 TA0160:UTM  15      -  BEAVER                                   132 56 59.4
 TA0160
 TA0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UXP0044639545(NAD 83)
 TA0160
 TA0160|---------------------------------------------------------------------|
 TA0160| PID    Reference Object                     Distance      Geod. Az  |
 TA0160|                                                           dddmmss.s |
 TA0160| CJ2558 GLINT RM                             12.650 METERS 08821     |
 TA0160| TA0139 BEAVER                              APPROX. 8.3 KM 1335727.7 |
 TA0160|---------------------------------------------------------------------|
 TA0160
 TA0160                          SUPERSEDED SURVEY CONTROL
 TA0160
 TA0160  NAD 83(1986)-  48 12 04.29859(N)    091 38 53.41692(W) AD(       ) 1
 TA0160  NAD 27      -  48 12 04.67800(N)    091 38 52.98300(W) AD(       ) 1
 TA0160
 TA0160.Superseded values are not recommended for survey control.
 TA0160
 TA0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TA0160.See file dsdata.pdf to determine how the superseded data were derived.
 TA0160
 TA0160
 TA0160  HISTORY     - Date     Condition        Report By
 TA0160  HISTORY     - 1914     MONUMENTED       IBC
 TA0160  HISTORY     - 1924     SEE DESCRIPTION  CGS
 TA0160
 TA0160                          STATION DESCRIPTION
 TA0160
 TA0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 TA0160'ABOUT ONE-FOURTH MILE EAST OF ROBINSON LAKE, ON SUMMIT OF
 TA0160'HIGH, STEEP, ROCKY HILL.  TO REACH FROM CROOKED LAKE, GO TO
 TA0160'HEAD OF MOOSE BAY, WHICH IS ON EAST SIDE AND OPENS INTO NARROW
 TA0160'PART OF LAKE ABOUT 2-1/4 MILES NORTH OF LOWER BASSWOOD FALLS,
 TA0160'PROCEED UP CREEK AT HEAD OF MOOSE BAY, MAKE PORTAGE AROUND
 TA0160'RAPIDS AND CONTINUE ABOUT 1 MILE TO ROBINSON LAKE, PROCEED
 TA0160'TO EAST SIDE OF LAKE AT POINT ABOUT 2-1/2 MILES NORTH OF OUTLET
 TA0160'AND DIRECTLY ACROSS NARROW CHANNEL FROM FIRST ISLAND FROM
 TA0160'SOUTH END OF LAKE, AND FOLLOW BLAZED TRAIL FROM THE SHORE TO
 TA0160'STATION SITE ON SOUTHWEST END OF HILL.  MARKED BY GEODETIC
 TA0160'SURVEY OF CANADA BRONZE DISK IN SOLID ROCK AND SURROUNDED
 TA0160'BY TRIANGLE CUT IN ROCK.  REFERENCE MARK IS STANDARD
 TA0160'REFERENCE DISK IN SOLID ROCK 12.65 METERS (41.5 FEET) FROM
 TA0160'STATION N 88 DEG 21 MIN E.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DP2485 ***********************************************************************
 DP2485  CORS        -  This is a GPS Continuously Operating Reference Station.
 DP2485  DESIGNATION -  GODERICH 2 CORS ARP
 DP2485  CORS_ID     -  GOD2
 DP2485  PID         -  DP2485
 DP2485  STATE/COUNTY-  ON/HURON
 DP2485  COUNTRY     -  CANADA
 DP2485  NTS MAPSHEET-  GODERICH (2020)
 DP2485
 DP2485                         *CURRENT SURVEY CONTROL
 DP2485  ______________________________________________________________________
 DP2485* NAD 83(2011) POSITION- 43 44 43.23343(N) 081 43 40.25050(W)   ADJUSTED
 DP2485* NAD 83(2011) ELLIP HT-   145.983 (meters)        (12/??/22)   ADJUSTED
 DP2485* NAD 83(2011) EPOCH   -  2010.00
 DP2485  ______________________________________________________________________
 DP2485  GEOID HEIGHT    -        -36.045 (meters)                     EGM08
 DP2485  NAD 83(2011) X  -    664,011.862 (meters)                     COMP
 DP2485  NAD 83(2011) Y  - -4,567,174.598 (meters)                     COMP
 DP2485  NAD 83(2011) Z  -  4,387,795.278 (meters)                     COMP
 DP2485
 DP2485  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2485  Standards:
 DP2485         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2485            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2485  -------------------------------------------------------------------
 DP2485  NETWORK    0.29   0.40           0.06   0.14   0.21     -0.28665600
 DP2485  -------------------------------------------------------------------
 DP2485
 DP2485.The positional and height information provided upon this datasheet are not
 DP2485.officially recognized by the Government of Canada, provincial governments
 DP2485.within Canada, nor are they intended to replace or substitute for them.
 DP2485.The intent of sharing this data is to allow access to positions or heights
 DP2485.recognized by the United States Government. Passive control that is used by
 DP2485.both nations may share the same or similar designations or descriptions but
 DP2485.do not share official positions or heights. The 'Station Description' may
 DP2485.originate from a Canadian 'Station Report' and if so contains information
 DP2485.licensed under the 'Open Government License - Canada'.
 DP2485
 DP2485.The coordinates were established by GPS observations
 DP2485.and adjusted by the National Geodetic Survey in December 2022.
 DP2485
 DP2485.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2485.been affixed to the stable North American Tectonic Plate. 
 DP2485
 DP2485.The coordinates are valid at the epoch date displayed above
 DP2485.which is a decimal equivalence of Year/Month/Day.
 DP2485
 DP2485.Due to the release of the International GNSS Service (IGS) 2014
 DP2485.realization of the International Terrestrial Reference Frame of 2014
 DP2485.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DP2485.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DP2485.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DP2485.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DP2485.currently published epoch of 2010.00.
 DP2485
 DP2485.Additional information on MYCS2 is available at
 DP2485.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DP2485
 DP2485.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2485
 DP2485.The PID for the CORS L1 Phase Center is DR8337.
 DP2485
 DP2485.Click photographs - Photos may exist for this station.
 DP2485
 DP2485.The XYZ, and position/ellipsoidal ht. are equivalent.
 DP2485
 DP2485.The ellipsoidal height was determined by GPS observations
 DP2485.and is referenced to NAD 83.
 DP2485
 DP2485. The following values were computed from the NAD 83(2011) position.
 DP2485
 DP2485;                    North         East     Units Scale Factor Converg.
 DP2485;UTM  17      - 4,843,846.627   441,396.400   MT  0.99964224   -0 30 11.8
 DP2485
 DP2485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2485!UTM  17      -   0.99997711  x   0.99964224  =   0.99961936
 DP2485
 DP2485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMJ4139643846(NAD 83)
 DP2485
 DP2485                          SUPERSEDED SURVEY CONTROL
 DP2485
 DP2485  NAD 83(2011)-  43 44 43.23311(N)    081 43 40.25095(W) AD(2010.00) c
 DP2485  ELLIP H (06/??/19)  145.969  (m)                       GP(2010.00) c c
 DP2485  NAD 83(2011)-  43 44 43.23310(N)    081 43 40.25162(W) AD(2010.00) c
 DP2485  ELLIP H (04/??/14)  145.897  (m)                       GP(2010.00) c c
 DP2485
 DP2485.Superseded values are not recommended for survey control.
 DP2485
 DP2485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP2485.See file dsdata.pdf to determine how the superseded data were derived.
 DP2485
 DP2485_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DP2485
 DP2485                          STATION DESCRIPTION
 DP2485
 DP2485'DESCRIBED BY NATIONAL GEODETIC SURVEY 2022
 DP2485'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DP2485'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DP2485'ACCESSIBLE AT THE WORLDWIDE WEB.
 DP2485'https://geodesy.noaa.gov/CORS/data.shtml
 DP2485'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DP2487 ***********************************************************************
 DP2487  CORS        -  This is a GPS Continuously Operating Reference Station.
 DP2487  DESIGNATION -  GODERICH 2 CORS GRP
 DP2487  CORS_ID     -  GOD2
 DP2487  PID         -  DP2487
 DP2487  STATE/COUNTY-  ON/HURON
 DP2487  COUNTRY     -  CANADA
 DP2487  NTS MAPSHEET-  GODERICH (2020)
 DP2487
 DP2487                         *CURRENT SURVEY CONTROL
 DP2487  ______________________________________________________________________
 DP2487* NAD 83(2011) POSITION- 43 44 43.23343(N) 081 43 40.25050(W)   ADJUSTED
 DP2487* NAD 83(2011) ELLIP HT-   145.933 (meters)        (12/??/22)   ADJUSTED
 DP2487* NAD 83(2011) EPOCH   -  2010.00
 DP2487  ______________________________________________________________________
 DP2487  GEOID HEIGHT    -        -36.045 (meters)                     EGM08
 DP2487  NAD 83(2011) X  -    664,011.856 (meters)                     COMP
 DP2487  NAD 83(2011) Y  - -4,567,174.562 (meters)                     COMP
 DP2487  NAD 83(2011) Z  -  4,387,795.244 (meters)                     COMP
 DP2487
 DP2487  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DP2487  Standards:
 DP2487         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DP2487            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DP2487  -------------------------------------------------------------------
 DP2487  NETWORK    0.29   0.40           0.06   0.14   0.21     -0.28665600
 DP2487  -------------------------------------------------------------------
 DP2487
 DP2487.The positional and height information provided upon this datasheet are not
 DP2487.officially recognized by the Government of Canada, provincial governments
 DP2487.within Canada, nor are they intended to replace or substitute for them.
 DP2487.The intent of sharing this data is to allow access to positions or heights
 DP2487.recognized by the United States Government. Passive control that is used by
 DP2487.both nations may share the same or similar designations or descriptions but
 DP2487.do not share official positions or heights. The 'Station Description' may
 DP2487.originate from a Canadian 'Station Report' and if so contains information
 DP2487.licensed under the 'Open Government License - Canada'.
 DP2487
 DP2487.The horizontal coordinates were established by GPS observations
 DP2487.and adjusted by the National Geodetic Survey in December 2022.
 DP2487
 DP2487.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP2487.been affixed to the stable North American Tectonic Plate. 
 DP2487
 DP2487.The horizontal coordinates are valid at the epoch date displayed above
 DP2487.which is a decimal equivalence of Year/Month/Day.
 DP2487
 DP2487.Due to the release of the International GNSS Service (IGS) 2014
 DP2487.realization of the International Terrestrial Reference Frame of 2014
 DP2487.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DP2487.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DP2487.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DP2487.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DP2487.currently published epoch of 2010.00.
 DP2487
 DP2487.Additional information on MYCS2 is available at
 DP2487.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DP2487
 DP2487.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2487
 DP2487.Click photographs - Photos may exist for this station.
 DP2487
 DP2487.The XYZ, and position/ellipsoidal ht. are equivalent.
 DP2487
 DP2487.The ellipsoidal height was determined by GPS observations
 DP2487.and is referenced to NAD 83.
 DP2487
 DP2487. The following values were computed from the NAD 83(2011) position.
 DP2487
 DP2487;                    North         East     Units Scale Factor Converg.
 DP2487;UTM  17      - 4,843,846.627   441,396.400   MT  0.99964224   -0 30 11.8
 DP2487
 DP2487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP2487!UTM  17      -   0.99997712  x   0.99964224  =   0.99961936
 DP2487
 DP2487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMJ4139643846(NAD 83)
 DP2487
 DP2487                          SUPERSEDED SURVEY CONTROL
 DP2487
 DP2487  NAD 83(2011)-  43 44 43.23311(N)    081 43 40.25095(W) AD(2010.00) A
 DP2487  ELLIP H (06/??/19)  145.919  (m)                       GP(2010.00) 4 1
 DP2487  NAD 83(2011)-  43 44 43.23310(N)    081 43 40.25162(W) AD(2010.00) A
 DP2487  ELLIP H (04/??/14)  145.847  (m)                       GP(2010.00) 4 1
 DP2487
 DP2487.Superseded values are not recommended for survey control.
 DP2487
 DP2487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP2487.See file dsdata.pdf to determine how the superseded data were derived.
 DP2487
 DP2487_STAMPING: UNKNOWN
 DP2487
 DP2487                          STATION DESCRIPTION
 DP2487
 DP2487'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'GOD2'
 DP2487'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DP2487'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DP2487'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DP2487'   https://geodesy.noaa.gov/corsdata/coord/coord_14
 DP2487'   https://geodesy.noaa.gov/corsdata/station_log
 DP2487'   https://geodesy.noaa.gov/CORS
 DP2487'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DM4631 ***********************************************************************
 DM4631  CORS        -  This is a GPS Continuously Operating Reference Station.
 DM4631  DESIGNATION -  GODERICH CORS ARP
 DM4631  CORS_ID     -  GODR
 DM4631  PID         -  DM4631
 DM4631  STATE/COUNTY-  ON/HURON
 DM4631  COUNTRY     -  CANADA
 DM4631  NTS MAPSHEET-  GODERICH (2020)
 DM4631
 DM4631                         *CURRENT SURVEY CONTROL
 DM4631  ______________________________________________________________________
 DM4631* NAD 83(2011) POSITION- 43 44 43.21489(N) 081 43 40.20656(W)   ADJUSTED
 DM4631* NAD 83(2011) ELLIP HT-   145.398 (meters)        (06/??/19)   ADJUSTED
 DM4631* NAD 83(2011) EPOCH   -  2010.00
 DM4631  ______________________________________________________________________
 DM4631  GEOID HEIGHT    -        -36.045 (meters)                     EGM08
 DM4631  NAD 83(2011) X  -    664,012.831 (meters)                     COMP
 DM4631  NAD 83(2011) Y  - -4,567,174.430 (meters)                     COMP
 DM4631  NAD 83(2011) Z  -  4,387,794.460 (meters)                     COMP
 DM4631
 DM4631  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4631  Standards:
 DM4631         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4631            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4631  -------------------------------------------------------------------
 DM4631  NETWORK    0.21   0.15           0.07   0.10   0.07      0.23101400
 DM4631  -------------------------------------------------------------------
 DM4631
 DM4631.The positional and height information provided upon this datasheet are not
 DM4631.officially recognized by the Government of Canada, provincial governments
 DM4631.within Canada, nor are they intended to replace or substitute for them.
 DM4631.The intent of sharing this data is to allow access to positions or heights
 DM4631.recognized by the United States Government. Passive control that is used by
 DM4631.both nations may share the same or similar designations or descriptions but
 DM4631.do not share official positions or heights. The 'Station Description' may
 DM4631.originate from a Canadian 'Station Report' and if so contains information
 DM4631.licensed under the 'Open Government License - Canada'.
 DM4631
 DM4631.The coordinates were established by GPS observations
 DM4631.and adjusted by the National Geodetic Survey in June 2019.
 DM4631
 DM4631.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4631.been affixed to the stable North American Tectonic Plate. 
 DM4631
 DM4631.The coordinates are valid at the epoch date displayed above
 DM4631.which is a decimal equivalence of Year/Month/Day.
 DM4631
 DM4631.Due to the release of the International GNSS Service (IGS) 2014
 DM4631.realization of the International Terrestrial Reference Frame of 2014
 DM4631.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DM4631.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DM4631.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DM4631.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DM4631.currently published epoch of 2010.00.
 DM4631
 DM4631.Additional information on MYCS2 is available at
 DM4631.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DM4631
 DM4631.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4631
 DM4631.The PID for the CORS L1 Phase Center is DM4632.
 DM4631
 DM4631.Click photographs - Photos may exist for this station.
 DM4631
 DM4631.The XYZ, and position/ellipsoidal ht. are equivalent.
 DM4631
 DM4631.The ellipsoidal height was determined by GPS observations
 DM4631.and is referenced to NAD 83.
 DM4631
 DM4631. The following values were computed from the NAD 83(2011) position.
 DM4631
 DM4631;                    North         East     Units Scale Factor Converg.
 DM4631;UTM  17      - 4,843,846.046   441,397.378   MT  0.99964224   -0 30 11.8
 DM4631
 DM4631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4631!UTM  17      -   0.99997720  x   0.99964224  =   0.99961945
 DM4631
 DM4631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMJ4139743846(NAD 83)
 DM4631
 DM4631                          SUPERSEDED SURVEY CONTROL
 DM4631
 DM4631  NAD 83(2011)-  43 44 43.21487(N)    081 43 40.20678(W) AD(2010.00) c
 DM4631  ELLIP H (12/??/11)  145.379  (m)                       GP(2010.00) c c
 DM4631  NAD 83(2011)-  43 44 43.21487(N)    081 43 40.20678(W) AD(2010.00) c
 DM4631  ELLIP H (08/??/11)  145.279  (m)                       GP(2010.00) c c
 DM4631  NAD 83(CORS)-  43 44 43.21500(N)    081 43 40.20776(W) AD(2002.00) c
 DM4631  ELLIP H (12/??/10)  145.390  (m)                       GP(2002.00) c c
 DM4631
 DM4631.Superseded values are not recommended for survey control.
 DM4631
 DM4631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4631.See file dsdata.pdf to determine how the superseded data were derived.
 DM4631
 DM4631_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DM4631
 DM4631                          STATION DESCRIPTION
 DM4631
 DM4631'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DM4631'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DM4631'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DM4631'ACCESSIBLE AT THE WORLDWIDE WEB.
 DM4631'https://geodesy.noaa.gov/CORS/data.shtml
 DM4631'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DM4633 ***********************************************************************
 DM4633  CORS        -  This is a GPS Continuously Operating Reference Station.
 DM4633  DESIGNATION -  GODERICH CORS GRP
 DM4633  CORS_ID     -  GODR
 DM4633  PID         -  DM4633
 DM4633  STATE/COUNTY-  ON/HURON
 DM4633  COUNTRY     -  CANADA
 DM4633  NTS MAPSHEET-  GODERICH (2020)
 DM4633
 DM4633                         *CURRENT SURVEY CONTROL
 DM4633  ______________________________________________________________________
 DM4633* NAD 83(2011) POSITION- 43 44 43.21489(N) 081 43 40.20656(W)   ADJUSTED
 DM4633* NAD 83(2011) ELLIP HT-   145.298 (meters)        (06/??/19)   ADJUSTED
 DM4633* NAD 83(2011) EPOCH   -  2010.00
 DM4633  ______________________________________________________________________
 DM4633  GEOID HEIGHT    -        -36.045 (meters)                     EGM08
 DM4633  NAD 83(2011) X  -    664,012.820 (meters)                     COMP
 DM4633  NAD 83(2011) Y  - -4,567,174.358 (meters)                     COMP
 DM4633  NAD 83(2011) Z  -  4,387,794.391 (meters)                     COMP
 DM4633
 DM4633  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4633  Standards:
 DM4633         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4633            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4633  -------------------------------------------------------------------
 DM4633  NETWORK    0.21   0.15           0.07   0.10   0.07      0.23101400
 DM4633  -------------------------------------------------------------------
 DM4633
 DM4633.The positional and height information provided upon this datasheet are not
 DM4633.officially recognized by the Government of Canada, provincial governments
 DM4633.within Canada, nor are they intended to replace or substitute for them.
 DM4633.The intent of sharing this data is to allow access to positions or heights
 DM4633.recognized by the United States Government. Passive control that is used by
 DM4633.both nations may share the same or similar designations or descriptions but
 DM4633.do not share official positions or heights. The 'Station Description' may
 DM4633.originate from a Canadian 'Station Report' and if so contains information
 DM4633.licensed under the 'Open Government License - Canada'.
 DM4633
 DM4633.The horizontal coordinates were established by GPS observations
 DM4633.and adjusted by the National Geodetic Survey in June 2019.
 DM4633
 DM4633.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4633.been affixed to the stable North American Tectonic Plate. 
 DM4633
 DM4633.The horizontal coordinates are valid at the epoch date displayed above
 DM4633.which is a decimal equivalence of Year/Month/Day.
 DM4633
 DM4633.Due to the release of the International GNSS Service (IGS) 2014
 DM4633.realization of the International Terrestrial Reference Frame of 2014
 DM4633.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DM4633.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DM4633.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DM4633.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DM4633.currently published epoch of 2010.00.
 DM4633
 DM4633.Additional information on MYCS2 is available at
 DM4633.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DM4633
 DM4633.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4633
 DM4633.Click photographs - Photos may exist for this station.
 DM4633
 DM4633.The XYZ, and position/ellipsoidal ht. are equivalent.
 DM4633
 DM4633.The ellipsoidal height was determined by GPS observations
 DM4633.and is referenced to NAD 83.
 DM4633
 DM4633. The following values were computed from the NAD 83(2011) position.
 DM4633
 DM4633;                    North         East     Units Scale Factor Converg.
 DM4633;UTM  17      - 4,843,846.046   441,397.378   MT  0.99964224   -0 30 11.8
 DM4633
 DM4633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4633!UTM  17      -   0.99997722  x   0.99964224  =   0.99961946
 DM4633
 DM4633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMJ4139743846(NAD 83)
 DM4633
 DM4633                          SUPERSEDED SURVEY CONTROL
 DM4633
 DM4633  ELLIP H (06/27/12)  145.292  (m)                       GP(2010.00) 0 0
 DM4633  NAD 83(2011)-  43 44 43.21480(N)    081 43 40.20657(W) AD(2010.00) 0
 DM4633  NAD 83(2011)-  43 44 43.21487(N)    081 43 40.20678(W) AD(2010.00) A
 DM4633  ELLIP H (12/??/11)  145.279  (m)                       GP(2010.00) 4 1
 DM4633  NAD 83(2011)-  43 44 43.21487(N)    081 43 40.20678(W) AD(2010.00) A
 DM4633  ELLIP H (08/??/11)  145.179  (m)                       GP(2010.00) 4 1
 DM4633  NAD 83(CORS)-  43 44 43.21500(N)    081 43 40.20776(W) AD(2002.00) A
 DM4633  ELLIP H (12/??/10)  145.290  (m)                       GP(2002.00) 4 1
 DM4633
 DM4633.Superseded values are not recommended for survey control.
 DM4633
 DM4633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4633.See file dsdata.pdf to determine how the superseded data were derived.
 DM4633
 DM4633_STAMPING: UNKNOWN
 DM4633
 DM4633                          STATION DESCRIPTION
 DM4633
 DM4633'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'GODR'
 DM4633'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DM4633'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DM4633'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DM4633'   https://geodesy.noaa.gov/corsdata/coord/coord_14
 DM4633'   https://geodesy.noaa.gov/corsdata/station_log
 DM4633'   https://geodesy.noaa.gov/CORS
 DM4633'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TA0135 ***********************************************************************
 TA0135  DESIGNATION -  GONE
 TA0135  PID         -  TA0135
 TA0135  STATE/COUNTY-  ON/RAINY RIVER
 TA0135  COUNTRY     -  CANADA
 TA0135  NTS MAPSHEET-  KNIFE LAKE (2020)
 TA0135
 TA0135                         *CURRENT SURVEY CONTROL
 TA0135  ______________________________________________________________________
 TA0135* NAD 83(1996) POSITION- 48 05 03.41176(N) 091 27 51.57981(W)   ADJUSTED
 TA0135* NAVD 88 ORTHO HEIGHT -   397.    (meters)     1302.    (feet) SCALED
 TA0135  ______________________________________________________________________
 TA0135  GEOID HEIGHT    -        -31.430 (meters)                     EGM08
 TA0135  HORZ ORDER      -  FIRST
 TA0135
 TA0135.The positional and height information provided upon this datasheet are not
 TA0135.officially recognized by the Government of Canada, provincial governments
 TA0135.within Canada, nor are they intended to replace or substitute for them.
 TA0135.The intent of sharing this data is to allow access to positions or heights
 TA0135.recognized by the United States Government. Passive control that is used by
 TA0135.both nations may share the same or similar designations or descriptions but
 TA0135.do not share official positions or heights. The 'Station Description' may
 TA0135.originate from a Canadian 'Station Report' and if so contains information
 TA0135.licensed under the 'Open Government License - Canada'.
 TA0135
 TA0135.The horizontal coordinates were established by classical geodetic methods
 TA0135.and adjusted by the National Geodetic Survey in March 1999.
 TA0135
 TA0135.The orthometric height was scaled from a topographic map.
 TA0135
 TA0135.Significant digits in the geoid height do not necessarily reflect accuracy.
 TA0135
 TA0135.Click photographs - Photos may exist for this station.
 TA0135
 TA0135. The following values were computed from the NAD 83(1996) position.
 TA0135
 TA0135;                    North         East     Units Scale Factor Converg.
 TA0135;UTM  15      - 5,326,808.400   614,366.084   MT  0.99976071   +1 08 34.3
 TA0135
 TA0135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TA0135!UTM  15      -   0.99994267  x   0.99976071  =   0.99970339
 TA0135
 TA0135:                Primary Azimuth Mark                     Grid Az
 TA0135:UTM  15      -  FOUND                                    193 47 40.1
 TA0135
 TA0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UXP1436626808(NAD 83)
 TA0135
 TA0135|---------------------------------------------------------------------|
 TA0135| PID    Reference Object                     Distance      Geod. Az  |
 TA0135|                                                           dddmmss.s |
 TA0135| TA0134 FOUND                               APPROX. 8.1 KM 1945614.4 |
 TA0135|---------------------------------------------------------------------|
 TA0135
 TA0135                          SUPERSEDED SURVEY CONTROL
 TA0135
 TA0135  NAD 83(1986)-  48 05 03.41212(N)    091 27 51.58384(W) AD(       ) 1
 TA0135  NAD 27      -  48 05 03.80000(N)    091 27 51.17000(W) AD(       ) 1
 TA0135
 TA0135.Superseded values are not recommended for survey control.
 TA0135
 TA0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TA0135.See file dsdata.pdf to determine how the superseded data were derived.
 TA0135
 TA0135_MARKER: H = DRILL HOLE
 TA0135_SETTING: 0 = UNSPECIFIED SETTING
 TA0135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TA0135
 TA0135  HISTORY     - Date     Condition        Report By
 TA0135  HISTORY     - 1915     MONUMENTED       IBC
 TA0135
 TA0135                          STATION DESCRIPTION
 TA0135
 TA0135'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1915
 TA0135'ON PROMINENT PENINSULA THAT LIES ON WEST SIDE OF MOST NORTHEASTERN
 TA0135'SMALL BAY OF NORTHERN SHORE OF BAYLEY BAY, ON NORTH SIDE NEAR
 TA0135'EAST END OF BASSWOOD LAKE, AND ON FLAT ROCK WELL UP ON SOUTHERN
 TA0135'POINT OF EASTERN RIDGE OF PENINSULA.  THERE IS A SMALL ISLAND
 TA0135'LYING ABOUT 125 METERS (410 FEET) OFFSHORE SOUTH OF STATION.
 TA0135'MARKED BY DRILL HOLE WITHIN TRIANGLE CUT IN ROCK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NE1095 ***********************************************************************
 NE1095  DESIGNATION -  GRANT
 NE1095  PID         -  NE1095
 NE1095  STATE/COUNTY-  ON/ESSEX
 NE1095  COUNTRY     -  CANADA
 NE1095  NTS MAPSHEET-  BELLE RIVER (2020)
 NE1095
 NE1095                         *CURRENT SURVEY CONTROL
 NE1095  ______________________________________________________________________
 NE1095* NAD 83(1995) POSITION- 42 19 26.52431(N) 082 51 45.25825(W)   ADJUSTED
 NE1095* NAVD 88 ORTHO HEIGHT -   177.    (meters)      581.    (feet) SCALED
 NE1095  ______________________________________________________________________
 NE1095  GEOID HEIGHT    -        -35.224 (meters)                     EGM08
 NE1095  HORZ ORDER      -  FIRST
 NE1095
 NE1095.The positional and height information provided upon this datasheet are not
 NE1095.officially recognized by the Government of Canada, provincial governments
 NE1095.within Canada, nor are they intended to replace or substitute for them.
 NE1095.The intent of sharing this data is to allow access to positions or heights
 NE1095.recognized by the United States Government. Passive control that is used by
 NE1095.both nations may share the same or similar designations or descriptions but
 NE1095.do not share official positions or heights. The 'Station Description' may
 NE1095.originate from a Canadian 'Station Report' and if so contains information
 NE1095.licensed under the 'Open Government License - Canada'.
 NE1095
 NE1095.The horizontal coordinates were established by classical geodetic methods
 NE1095.and adjusted by the National Geodetic Survey in April 1998.
 NE1095
 NE1095.The orthometric height was scaled from a topographic map.
 NE1095
 NE1095.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1095
 NE1095.Click photographs - Photos may exist for this station.
 NE1095
 NE1095. The following values were computed from the NAD 83(1995) position.
 NE1095
 NE1095;                    North         East     Units Scale Factor Converg.
 NE1095;UTM  17      - 4,687,434.358   346,528.723   MT  0.99988981   -1 15 15.7
 NE1095
 NE1095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1095!UTM  17      -   0.99997779  x   0.99988981  =   0.99986760
 NE1095
 NE1095:                Primary Azimuth Mark                     Grid Az
 NE1095:UTM  17      -  GRANT AZ MK                              281 32 06.2
 NE1095
 NE1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG4652887434(NAD 83)
 NE1095
 NE1095|---------------------------------------------------------------------|
 NE1095| PID    Reference Object                     Distance      Geod. Az  |
 NE1095|                                                           dddmmss.s |
 NE1095| CH0245 GRANT RM 1                           26.728 METERS 23343     |
 NE1095| NE1101 TECUMSEH CATHOLIC CHURCH CROSS      APPROX. 2.4 KM 2342103.4 |
 NE1095| NE1334 WINDSOR GM CO WATER TANK            APPROX.11.5 KM 2611122.1 |
 NE1095| CH0244 GRANT AZ MK                                        2801650.5 |
 NE1095| CH0246 GRANT RM 2                           34.372 METERS 32505     |
 NE1095|---------------------------------------------------------------------|
 NE1095
 NE1095                          SUPERSEDED SURVEY CONTROL
 NE1095
 NE1095  NAD 83(1986)-  42 19 26.53015(N)    082 51 45.29259(W) AD(       ) 1
 NE1095  NAD 27      -  42 19 26.39000(N)    082 51 45.59200(W) AD(       ) 1
 NE1095
 NE1095.Superseded values are not recommended for survey control.
 NE1095
 NE1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1095.See file dsdata.pdf to determine how the superseded data were derived.
 NE1095
 NE1095_MARKER: DS = TRIANGULATION STATION DISK
 NE1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1095_STAMPING: GRANT 1932
 NE1095_MARK LOGO: CGS
 NE1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1095+STABILITY: SURFACE MOTION
 NE1095
 NE1095  HISTORY     - Date     Condition        Report By
 NE1095  HISTORY     - 1932     MONUMENTED       CGS
 NE1095
 NE1095                          STATION DESCRIPTION
 NE1095
 NE1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 NE1095'ABOUT 1-1/2 MILES NORTHEAST OF VILLEGE OF TECUMSEH, 1-3/4 MILES EAST
 NE1095'OF POINT WHERE ELECTRIC LINE FROM
 NE1095'TECUMSEH TO LAKE TURNS WEST AT LAKE SHORE DRIVE, ABOUT 0.2 MILE SOUTH
 NE1095'OF LAKE ST. CLAIR, ABOUT 135
 NE1095'FEET SOUTH OF SOUTH RIGHT-OF-WAY FENCE OF LAKE SHORE
 NE1095'DRIVE, ON PROPERTY OF DONALD GRANT WHO LIVES AT
 NE1095'STATION SITE, 124 FEET SOUTHEAST
 NE1095'OF GREEN NO. 8 OF GOLF COURSE, AND 59 FEET EAST OF NORTH-AND-SOUTH
 NE1095'FENCE LINE BETWEEN GOLF COURSE AND
 NE1095'FIELD IN WHICH STATION IS LOCATED.  TO REACH FROM CROSSROADS
 NE1095'AT LARGE CATHOLIC CHURCH IN
 NE1095'TECUMSEH, GO NORTH 1.4 MILES ON PAVED ROAD
 NE1095'ALONG ELECTRIC LINE TO T-INTERSECTION AT LAKE
 NE1095'SHORE DRIVE, TURN RIGHT INTO DRIVEWAY,
 NE1095'GO 1.6 MILES TO CINDER DRIVEWAY TO TWO-STORY BRICK FARMHOUSE
 NE1095'ABOUT 125 METERS (410
 NE1095'FEET) BACK FROM ROAD, AND CONTINUE TO STATION SITE IN FIELD WEST OF
 NE1095'DRIVEWAY.  SURFACE AND
 NE1095'UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE,
 NE1095'NOTES 1A AND 7A.  UPPER MARK
 NE1095'IS 12 INCHES BELOW SURFACE.  REFERENCE AND
 NE1095'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN
 NE1095'CONCRETE, NOTE 11A.  NO. 1 PROJECTS
 NE1095'4 INCHES, AND IS IN NORTH-AND-SOUTH FENCE LINE, AND 87.69 FEET
 NE1095'FROM STATION IN AZIMUTH 53
 NE1095'DEG 43 MIN.  NO. 2 PROJECTS 3 INCHES, IS IN SAME NORTH-AND-SOUTH
 NE1095'FENCE LINE AS NO. 1, 108 FEET SOUTH
 NE1095'OF CENTER LINE OF LAKE SHORE DRIVE, AND 112.77 FEET FROM
 NE1095'STATION IN AZIMUTH 145 DEG 06 MIN.  AZIMUTH
 NE1095'MARK PROJECTS 6 INCHES, AND IS 1 FOOT WEST
 NE1095'OF NORTH-AND-SOUTH FENCE LINE OF WEST SIDE OF GOLF COURSE, 18
 NE1095'FEET EAST OF CENTER LINE OF
 NE1095'NORTH-AND-SOUTH GRAVEL-DIRT ROAD, ABOUT 150 FEET SOUTH OF CENTER LINE
 NE1095'OF LAKE SHORE DRIVE, AND
 NE1095'APPROXIMATELY 0.25 MILE FROM STATION IN AZIMUTH
 NE1095'100 DEG 16 MIN 52 SEC.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RH0013 ***********************************************************************
 RH0013  DESIGNATION -  GRANT IBC 1944
 RH0013  PID         -  RH0013
 RH0013  STATE/COUNTY-  ON/ALGOMA
 RH0013  COUNTRY     -  CANADA
 RH0013  NTS MAPSHEET-  DEAN LAKE (2020)
 RH0013
 RH0013                         *CURRENT SURVEY CONTROL
 RH0013  ______________________________________________________________________
 RH0013* NAD 83(1986) POSITION- 46 07 50.61321(N) 083 20 41.32128(W)   ADJUSTED
 RH0013* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RH0013  ______________________________________________________________________
 RH0013  GEOID HEIGHT    -        -37.679 (meters)                     EGM08
 RH0013  HORZ ORDER      -  THIRD
 RH0013
 RH0013.The positional and height information provided upon this datasheet are not
 RH0013.officially recognized by the Government of Canada, provincial governments
 RH0013.within Canada, nor are they intended to replace or substitute for them.
 RH0013.The intent of sharing this data is to allow access to positions or heights
 RH0013.recognized by the United States Government. Passive control that is used by
 RH0013.both nations may share the same or similar designations or descriptions but
 RH0013.do not share official positions or heights. The 'Station Description' may
 RH0013.originate from a Canadian 'Station Report' and if so contains information
 RH0013.licensed under the 'Open Government License - Canada'.
 RH0013
 RH0013.The horizontal coordinates were established by classical geodetic methods
 RH0013.and adjusted by the National Geodetic Survey in July 1986.
 RH0013
 RH0013.The orthometric height was scaled from a topographic map.
 RH0013
 RH0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 RH0013
 RH0013.Click photographs - Photos may exist for this station.
 RH0013
 RH0013. The following values were computed from the NAD 83(1986) position.
 RH0013
 RH0013;                    North         East     Units Scale Factor Converg.
 RH0013;UTM  17      - 5,111,244.987   318,865.812   MT  1.00000334   -1 41 27.2
 RH0013
 RH0013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0013!UTM  17      -   0.99997832  x   1.00000334  =   0.99998166
 RH0013
 RH0013:                Primary Azimuth Mark                     Grid Az
 RH0013:UTM  17      -  BIGSBY 2 IBC 1944                        302 51 11.2
 RH0013
 RH0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLM1886511244(NAD 83)
 RH0013
 RH0013|---------------------------------------------------------------------|
 RH0013| PID    Reference Object                     Distance      Geod. Az  |
 RH0013|                                                           dddmmss.s |
 RH0013| RH0024 TOWER                               APPROX.25.8 KM 2454933.4 |
 RH0013| RH0016 SULPHUR ISLAND LH                   APPROX.20.4 KM 2742706.2 |
 RH0013| RH0014 BIGSBY 2 IBC 1944                   APPROX. 8.2 KM 3010944.0 |
 RH0013|---------------------------------------------------------------------|
 RH0013
 RH0013                          SUPERSEDED SURVEY CONTROL
 RH0013
 RH0013.No superseded survey control is available for this station.
 RH0013
 RH0013_MARKER: DH = HORIZONTAL CONTROL DISK
 RH0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RH0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RH0013+STABILITY: SURFACE MOTION
 RH0013
 RH0013  HISTORY     - Date     Condition        Report By
 RH0013  HISTORY     - 1944     MONUMENTED       IBC
 RH0013
 RH0013                          STATION DESCRIPTION
 RH0013
 RH0013'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RH0013'ON THE SW CORNER OF WEST GRANT ISLAND.  IT IS NEAR THE HEAD OF A
 RH0013'SHALLOW ROUNDING BAY IMMEDIATELY N OF THE SW POINT OF THE ISLAND.
 RH0013'IT IS ABOUT 200 FEET NW OF THIS SW POINT, ABOUT 200 FEET S OF THE
 RH0013'LARGE BAY ON W SIDE OF ISLAND, ABOUT 50 FEET IN FROM THE NORTH
 RH0013'CHANNEL, AND 4 FEET ABOVE IT.  IT IS ON A GRAVELLY RIDGE AND ABOUT
 RH0013'ON THE TREE LINE.  IT IS AT THE JUNCTION OF THE TREES, MOSTLY
 RH0013'EVERGREENS, TO THE S AND E AND THE BRUSH TO THE N.  A 20-FOOT TOWER
 RH0013'WAS ERECTED OVER THE STATION.
 RH0013'
 RH0013'STATION MARK--THE SURFACE MARK IS A STANDARD I B C BRONZE DISK IN
 RH0013'THE USUAL CONCRETE CYLINDER WITH THE TOP 8 INCHES ABOVE THE SURFACE
 RH0013'AND IN A LARGE CAIRN.  THE SUBSURFACE MARK IS THE USUAL COPPER WIRE
 RH0013'IN A CONCRETE CYLINDER WITH THE TOP 15 INCHES UNDERGROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TA0114 ***********************************************************************
 TA0114  DESIGNATION -  GREENWATER
 TA0114  PID         -  TA0114
 TA0114  STATE/COUNTY-  ON/THUNDER BAY
 TA0114  COUNTRY     -  CANADA
 TA0114  NTS MAPSHEET-  MARKS LAKE (2020)
 TA0114
 TA0114                         *CURRENT SURVEY CONTROL
 TA0114  ______________________________________________________________________
 TA0114* NAD 83(1996) POSITION- 48 29 39.07698(N) 090 25 37.12572(W)   ADJUSTED
 TA0114* NAVD 88 ORTHO HEIGHT -   549.    (meters)     1801.    (feet) SCALED
 TA0114  ______________________________________________________________________
 TA0114  GEOID HEIGHT    -        -34.218 (meters)                     EGM08
 TA0114  HORZ ORDER      -  FIRST
 TA0114
 TA0114.The positional and height information provided upon this datasheet are not
 TA0114.officially recognized by the Government of Canada, provincial governments
 TA0114.within Canada, nor are they intended to replace or substitute for them.
 TA0114.The intent of sharing this data is to allow access to positions or heights
 TA0114.recognized by the United States Government. Passive control that is used by
 TA0114.both nations may share the same or similar designations or descriptions but
 TA0114.do not share official positions or heights. The 'Station Description' may
 TA0114.originate from a Canadian 'Station Report' and if so contains information
 TA0114.licensed under the 'Open Government License - Canada'.
 TA0114
 TA0114.The horizontal coordinates were established by classical geodetic methods
 TA0114.and adjusted by the National Geodetic Survey in March 1999.
 TA0114
 TA0114.The orthometric height was scaled from a topographic map.
 TA0114
 TA0114.Significant digits in the geoid height do not necessarily reflect accuracy.
 TA0114
 TA0114.Click photographs - Photos may exist for this station.
 TA0114
 TA0114. The following values were computed from the NAD 83(1996) position.
 TA0114
 TA0114;                    North         East     Units Scale Factor Converg.
 TA0114;UTM  15      - 5,374,426.968   690,087.811   MT  1.00004396   +1 55 38.9
 TA0114
 TA0114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TA0114!UTM  15      -   0.99991929  x   1.00004396  =   0.99996325
 TA0114
 TA0114:                Primary Azimuth Mark                     Grid Az
 TA0114:UTM  15      -  ZERO                                     060 38 32.9
 TA0114
 TA0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UXP9008774426(NAD 83)
 TA0114
 TA0114|---------------------------------------------------------------------|
 TA0114| PID    Reference Object                     Distance      Geod. Az  |
 TA0114|                                                           dddmmss.s |
 TA0114| TA0110 ZERO                                APPROX.16.8 KM 0623411.8 |
 TA0114|---------------------------------------------------------------------|
 TA0114
 TA0114                          SUPERSEDED SURVEY CONTROL
 TA0114
 TA0114  NAD 83(1986)-  48 29 39.06938(N)    090 25 37.09018(W) AD(       ) 1
 TA0114  NAD 27      -  48 29 39.47800(N)    090 25 36.73600(W) AD(       ) 1
 TA0114
 TA0114.Superseded values are not recommended for survey control.
 TA0114
 TA0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TA0114.See file dsdata.pdf to determine how the superseded data were derived.
 TA0114
 TA0114_MARKER: B = BOLT
 TA0114_SETTING: 0 = UNSPECIFIED SETTING
 TA0114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TA0114
 TA0114  HISTORY     - Date     Condition        Report By
 TA0114  HISTORY     - 1914     MONUMENTED       GSC
 TA0114
 TA0114                          STATION DESCRIPTION
 TA0114
 TA0114'DESCRIBED BY GEODETIC SURVEY OF CANADA 1914
 TA0114'ON HILL ABOUT 2 MILES SOUTHWEST OF SOUTHERN ARM OF GREENWATER
 TA0114'LAKE.  BEST REACHED FROM KASHABOWI ON THE CANADIAN NATIONAL
 TA0114'RAILWAY.  MARKED BY COPPER BOLT STAMPED G.S.C. 1914 AND REFERENCED
 TA0114'BY THREE COPPER BOLTS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TY5827 ***********************************************************************
 TY5827  HT_MOD      -  This is a Height Modernization Survey Station.
 TY5827  DESIGNATION -  GROS 1
 TY5827  PID         -  TY5827
 TY5827  STATE/COUNTY-  ON/ALGOMA
 TY5827  COUNTRY     -  CANADA
 TY5827  NTS MAPSHEET-  ILE PARISIENNE (2020)
 TY5827
 TY5827                         *CURRENT SURVEY CONTROL
 TY5827  ______________________________________________________________________
 TY5827* NAD 83(2011) POSITION- 46 31 39.88019(N) 084 34 56.45134(W)   ADJUSTED
 TY5827* NAD 83(2011) ELLIP HT-   148.038 (meters)        (06/27/12)   ADJUSTED
 TY5827* NAD 83(2011) EPOCH   -  2010.00
 TY5827* NAVD 88 ORTHO HEIGHT -   184.54  (meters)      605.4   (feet) GPS OBS
 TY5827  ______________________________________________________________________
 TY5827  NAVD 88 orthometric height was determined with geoid model    GEOID09
 TY5827  GEOID HEIGHT    -        -36.488 (meters)                     GEOID09
 TY5827  GEOID HEIGHT    -        -36.923 (meters)                     EGM08
 TY5827  NAD 83(2011) X  -    415,051.966 (meters)                     COMP
 TY5827  NAD 83(2011) Y  - -4,376,399.378 (meters)                     COMP
 TY5827  NAD 83(2011) Z  -  4,605,910.254 (meters)                     COMP
 TY5827
 TY5827  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 TY5827  Standards:
 TY5827         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 TY5827            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 TY5827  -------------------------------------------------------------------
 TY5827  NETWORK    0.31   0.67           0.14   0.11   0.34     -0.00131941
 TY5827  -------------------------------------------------------------------
 TY5827  Click here for local accuracies and other accuracy information.
 TY5827
 TY5827.The positional and height information provided upon this datasheet are not
 TY5827.officially recognized by the Government of Canada, provincial governments
 TY5827.within Canada, nor are they intended to replace or substitute for them.
 TY5827.The intent of sharing this data is to allow access to positions or heights
 TY5827.recognized by the United States Government. Passive control that is used by
 TY5827.both nations may share the same or similar designations or descriptions but
 TY5827.do not share official positions or heights. The 'Station Description' may
 TY5827.originate from a Canadian 'Station Report' and if so contains information
 TY5827.licensed under the 'Open Government License - Canada'.
 TY5827
 TY5827.The horizontal coordinates were established by GPS observations
 TY5827.and adjusted by the National Geodetic Survey in June 2012.
 TY5827
 TY5827.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 TY5827.been affixed to the stable North American tectonic plate. See 
 TY5827.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 TY5827
 TY5827.The horizontal coordinates are valid at the epoch date displayed above
 TY5827.which is a decimal equivalence of Year/Month/Day.
 TY5827
 TY5827.The orthometric height was determined by GPS observations and a
 TY5827.high-resolution geoid model using precise GPS observation and
 TY5827.processing techniques.
 TY5827
 TY5827.Significant digits in the geoid height do not necessarily reflect accuracy.
 TY5827
 TY5827.Click photographs - Photos may exist for this station.
 TY5827
 TY5827.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TY5827
 TY5827.The ellipsoidal height was determined by GPS observations
 TY5827.and is referenced to NAD 83.
 TY5827
 TY5827. The following values were computed from the NAD 83(2011) position.
 TY5827
 TY5827;                    North         East     Units Scale Factor Converg.
 TY5827;UTM  16      - 5,155,525.935   685,413.787   MT  1.00002259   +1 45 18.0
 TY5827
 TY5827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TY5827!UTM  16      -   0.99997679  x   1.00002259  =   0.99999938
 TY5827
 TY5827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS8541355525(NAD 83)
 TY5827
 TY5827                          SUPERSEDED SURVEY CONTROL
 TY5827
 TY5827  NAD 83(2007)-  46 31 39.88036(N)    084 34 56.45176(W) AD(2002.00) A
 TY5827  ELLIP H (10/11/07)  148.056  (m)                       GP(2002.00) 4 2
 TY5827  NAD 83(1986)-  46 31 39.88036(N)    084 34 56.45176(W) AD(       ) 0
 TY5827  ELLIP H (02/10/07)  148.056  (m)                       GP(       )    
 TY5827  ELLIP H (07/12/02)  148.067  (m)                       GP(       ) 3 2
 TY5827  NAD 83(1997)-  46 31 39.88059(N)    084 34 56.45232(W) AD(       ) A
 TY5827  ELLIP H (05/25/99)  148.055  (m)                       GP(       ) 3 1
 TY5827  NAVD 88 (10/11/07)  184.5    (m)  GEOID03  model used  GPS OBS        
 TY5827  NAVD 88 (05/25/99)  184.6    (m)  GEOID96  model used  GPS OBS        
 TY5827
 TY5827.Superseded values are not recommended for survey control.
 TY5827
 TY5827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TY5827.See file dsdata.pdf to determine how the superseded data were derived.
 TY5827
 TY5827_MARKER: DD = SURVEY DISK
 TY5827_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TY5827_SP_SET: RETAINING WALL
 TY5827_STAMPING: GROS 1 1960
 TY5827_MARK LOGO: CHS
 TY5827_MAGNETIC: N = NO MAGNETIC MATERIAL
 TY5827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TY5827+STABILITY: SURFACE MOTION
 TY5827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TY5827+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2015
 TY5827
 TY5827  HISTORY     - Date     Condition        Report By
 TY5827  HISTORY     - 1960     MONUMENTED       CHS
 TY5827  HISTORY     - 2005     GOOD             CADNR
 TY5827  HISTORY     - 20100604 GOOD             CADNR
 TY5827  HISTORY     - 20150803 GOOD             CADNR
 TY5827
 TY5827                          STATION DESCRIPTION
 TY5827
 TY5827'DESCRIBED BY CANADIAN DEPT NAT RES 2005 (JS)
 TY5827'SAULT STE MARIE.  GROS CAP GOVERNMENT DOCK ON SOUTH SIDE OF HIGHWAY
 TY5827'550, 7.8 KM (4.8 MI) WEST OF THE JUNCTION WITH HIGHWAY 565, 0.4 KM
 TY5827'(0.2 MI) EAST OF WEST END OF HIGHWAY 550, TABLET IN THE TOP OF WEST
 TY5827'CONCRETE RETAINING WALL FOR DOCK APPROACH, 95.6 M (313.6 FT) FROM
 TY5827'CENTRE LINE OF HIGHWAY, 3.9 M (12.8 FT) NORTH OF NORTH END OF WOODEN
 TY5827'PORTION OF DOCK AND SOUTH END OF CONCRETE WALL, 2.2 M (7.2 FT) SOUTH
 TY5827'OF NORTH END OF CONCRETE WALL, 1.7 M (5.6 FT) WEST OF CENTRE OF DOCK,
 TY5827'AT GROUND LEVEL.
 TY5827'
 TY5827'FOR ADDITIONAL INFORMATION CONTACT NATURAL RESOURCES CANADA, GEODETIC
 TY5827'SURVEY DIVISION, 615 BOOTH STREET, OTTAWA, ONTARIO.
 TY5827
 TY5827                          STATION RECOVERY (2010)
 TY5827
 TY5827'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2010 (JS)
 TY5827'RECOVERED AS DESCRIBED.
 TY5827
 TY5827                          STATION RECOVERY (2015)
 TY5827
 TY5827'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2015 (RJS)
 TY5827'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1134 ***********************************************************************
 RJ1134  DESIGNATION -  GROS CAP REEFS LT ANTENNAE
 RJ1134  PID         -  RJ1134
 RJ1134  STATE/COUNTY-  ON/ALGOMA
 RJ1134  COUNTRY     -  CANADA
 RJ1134  NTS MAPSHEET-  ILE PARISIENNE (2020)
 RJ1134
 RJ1134                         *CURRENT SURVEY CONTROL
 RJ1134  ______________________________________________________________________
 RJ1134* NAD 83(1986) POSITION- 46 30 43.90545(N) 084 36 54.89715(W)   ADJUSTED
 RJ1134  ______________________________________________________________________
 RJ1134  GEOID HEIGHT    -        -36.917 (meters)                     EGM08
 RJ1134  HORZ ORDER      -  THIRD
 RJ1134
 RJ1134.The positional and height information provided upon this datasheet are not
 RJ1134.officially recognized by the Government of Canada, provincial governments
 RJ1134.within Canada, nor are they intended to replace or substitute for them.
 RJ1134.The intent of sharing this data is to allow access to positions or heights
 RJ1134.recognized by the United States Government. Passive control that is used by
 RJ1134.both nations may share the same or similar designations or descriptions but
 RJ1134.do not share official positions or heights. The 'Station Description' may
 RJ1134.originate from a Canadian 'Station Report' and if so contains information
 RJ1134.licensed under the 'Open Government License - Canada'.
 RJ1134
 RJ1134.The horizontal coordinates were established by classical geodetic methods
 RJ1134.and adjusted by the National Geodetic Survey in July 1986.
 RJ1134
 RJ1134.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1134
 RJ1134.Click photographs - Photos may exist for this station.
 RJ1134
 RJ1134. The following values were computed from the NAD 83(1986) position.
 RJ1134
 RJ1134;                    North         East     Units Scale Factor Converg.
 RJ1134;UTM  16      - 5,153,721.521   682,942.791   MT  1.00001140   +1 43 50.4
 RJ1134
 RJ1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS8294253721(NAD 83)
 RJ1134
 RJ1134                          SUPERSEDED SURVEY CONTROL
 RJ1134
 RJ1134  NAD 27      -  46 30 43.84447(N)    084 36 54.70232(W) AD(       ) 3
 RJ1134
 RJ1134.Superseded values are not recommended for survey control.
 RJ1134
 RJ1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1134.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1134
 RJ1134_MARKER: 41 = ANTENNA MAST
 RJ1134_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1134
 RJ1134  HISTORY     - Date     Condition        Report By
 RJ1134  HISTORY     - 1981     FIRST OBSERVED   NOS
 RJ1134
 RJ1134                          STATION DESCRIPTION
 RJ1134
 RJ1134'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ1134'THE STATION, GROS CAP REEFS LT ANTENNAE, IS THE CENTER OF THE
 RJ1134'ANTENNAE ON THE GROS CAP REEFS LIGHT STRUCTURE.
 RJ1134'
 RJ1134'THE STATION IS LOCATED ON THE LIGHT STRUCTURE IN THE CENTER
 RJ1134'OF THE SAINT MARYS RIVER AT THE MOUTH OF THE RIVER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1132 ***********************************************************************
 RJ1132  DESIGNATION -  GROS CAP REEFS NORTH R MAST
 RJ1132  PID         -  RJ1132
 RJ1132  STATE/COUNTY-  ON/ALGOMA
 RJ1132  COUNTRY     -  CANADA
 RJ1132  NTS MAPSHEET-  ILE PARISIENNE (2020)
 RJ1132
 RJ1132                         *CURRENT SURVEY CONTROL
 RJ1132  ______________________________________________________________________
 RJ1132* NAD 83(1986) POSITION- 46 32 16.45376(N) 084 34 55.07169(W)   ADJUSTED
 RJ1132  ______________________________________________________________________
 RJ1132  GEOID HEIGHT    -        -36.924 (meters)                     EGM08
 RJ1132  HORZ ORDER      -  THIRD
 RJ1132
 RJ1132.The positional and height information provided upon this datasheet are not
 RJ1132.officially recognized by the Government of Canada, provincial governments
 RJ1132.within Canada, nor are they intended to replace or substitute for them.
 RJ1132.The intent of sharing this data is to allow access to positions or heights
 RJ1132.recognized by the United States Government. Passive control that is used by
 RJ1132.both nations may share the same or similar designations or descriptions but
 RJ1132.do not share official positions or heights. The 'Station Description' may
 RJ1132.originate from a Canadian 'Station Report' and if so contains information
 RJ1132.licensed under the 'Open Government License - Canada'.
 RJ1132
 RJ1132.The horizontal coordinates were established by classical geodetic methods
 RJ1132.and adjusted by the National Geodetic Survey in July 1986.
 RJ1132
 RJ1132.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1132
 RJ1132.Click photographs - Photos may exist for this station.
 RJ1132
 RJ1132. The following values were computed from the NAD 83(1986) position.
 RJ1132
 RJ1132;                    North         East     Units Scale Factor Converg.
 RJ1132;UTM  16      - 5,156,655.659   685,408.581   MT  1.00002256   +1 45 20.1
 RJ1132
 RJ1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS8540856655(NAD 83)
 RJ1132
 RJ1132                          SUPERSEDED SURVEY CONTROL
 RJ1132
 RJ1132  NAD 27      -  46 32 16.38964(N)    084 34 54.87721(W) AD(       ) 3
 RJ1132
 RJ1132.Superseded values are not recommended for survey control.
 RJ1132
 RJ1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1132.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1132
 RJ1132_MARKER: 42 = RADIO/TV MAST
 RJ1132_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1132
 RJ1132  HISTORY     - Date     Condition        Report By
 RJ1132  HISTORY     - 1981     FIRST OBSERVED   NOS
 RJ1132
 RJ1132                          STATION DESCRIPTION
 RJ1132
 RJ1132'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ1132'THE STATION, GROS CAP REEFS NORTH R MAST, IS THE CENTER OF THE
 RJ1132'NORTHERN OF THE TWO RADIO MASTS.
 RJ1132'
 RJ1132'THE STATION IS LOCATED ON THE EASTERN SHORE OF LAKE SUPERIOR ON
 RJ1132'THE TOP OF A HEAD OF LAND KNOWN AS GROS CAP, ABOUT 16 KM (10
 RJ1132'MILES) WEST FROM SAULT SAINT MARIE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1133 ***********************************************************************
 RJ1133  DESIGNATION -  GROS CAP REEFS SOUTH R MAST
 RJ1133  PID         -  RJ1133
 RJ1133  STATE/COUNTY-  ON/ALGOMA
 RJ1133  COUNTRY     -  CANADA
 RJ1133  NTS MAPSHEET-  ILE PARISIENNE (2020)
 RJ1133
 RJ1133                         *CURRENT SURVEY CONTROL
 RJ1133  ______________________________________________________________________
 RJ1133* NAD 83(1986) POSITION- 46 32 15.80479(N) 084 34 56.52607(W)   ADJUSTED
 RJ1133  ______________________________________________________________________
 RJ1133  GEOID HEIGHT    -        -36.924 (meters)                     EGM08
 RJ1133  HORZ ORDER      -  THIRD
 RJ1133
 RJ1133.The positional and height information provided upon this datasheet are not
 RJ1133.officially recognized by the Government of Canada, provincial governments
 RJ1133.within Canada, nor are they intended to replace or substitute for them.
 RJ1133.The intent of sharing this data is to allow access to positions or heights
 RJ1133.recognized by the United States Government. Passive control that is used by
 RJ1133.both nations may share the same or similar designations or descriptions but
 RJ1133.do not share official positions or heights. The 'Station Description' may
 RJ1133.originate from a Canadian 'Station Report' and if so contains information
 RJ1133.licensed under the 'Open Government License - Canada'.
 RJ1133
 RJ1133.The horizontal coordinates were established by classical geodetic methods
 RJ1133.and adjusted by the National Geodetic Survey in July 1986.
 RJ1133
 RJ1133.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1133
 RJ1133.Click photographs - Photos may exist for this station.
 RJ1133
 RJ1133. The following values were computed from the NAD 83(1986) position.
 RJ1133
 RJ1133;                    North         East     Units Scale Factor Converg.
 RJ1133;UTM  16      - 5,156,634.679   685,378.219   MT  1.00002243   +1 45 19.0
 RJ1133
 RJ1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS8537856634(NAD 83)
 RJ1133
 RJ1133                          SUPERSEDED SURVEY CONTROL
 RJ1133
 RJ1133  NAD 27      -  46 32 15.74070(N)    084 34 56.33155(W) AD(       ) 3
 RJ1133
 RJ1133.Superseded values are not recommended for survey control.
 RJ1133
 RJ1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1133.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1133
 RJ1133_MARKER: 42 = RADIO/TV MAST
 RJ1133_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1133
 RJ1133  HISTORY     - Date     Condition        Report By
 RJ1133  HISTORY     - 1981     FIRST OBSERVED   NOS
 RJ1133
 RJ1133                          STATION DESCRIPTION
 RJ1133
 RJ1133'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ1133'THE STATION, GROS CAP REEFS SOUTH R MAST, IS THE CENTER OF THE
 RJ1133'SOUTHERN OF THE TWO RADIO MASTS.
 RJ1133'
 RJ1133'THE STATION IS LOCATED ON THE EASTERN SHORE OF LAKE SUPERIOR
 RJ1133'ON THE TOP OF A HEAD OF LAND KNOWN AS GROS CAP, ABOUT 16 KM (10
 RJ1133'MILES) WEST FROM SAULT SAINT MARIE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0918 ***********************************************************************
 TC0918  DESIGNATION -  GUN
 TC0918  PID         -  TC0918
 TC0918  STATE/COUNTY-  ON/RAINY RIVER
 TC0918  COUNTRY     -  CANADA
 TC0918  NTS MAPSHEET-  PINEWOOD (2020)
 TC0918
 TC0918                         *CURRENT SURVEY CONTROL
 TC0918  ______________________________________________________________________
 TC0918* NAD 83(1996) POSITION- 48 38 31.89942(N) 094 01 51.01903(W)   ADJUSTED
 TC0918* NAVD 88 ORTHO HEIGHT -   332.    (meters)     1089.    (feet) SCALED
 TC0918  ______________________________________________________________________
 TC0918  GEOID HEIGHT    -        -29.621 (meters)                     EGM08
 TC0918  HORZ ORDER      -  THIRD
 TC0918
 TC0918.The positional and height information provided upon this datasheet are not
 TC0918.officially recognized by the Government of Canada, provincial governments
 TC0918.within Canada, nor are they intended to replace or substitute for them.
 TC0918.The intent of sharing this data is to allow access to positions or heights
 TC0918.recognized by the United States Government. Passive control that is used by
 TC0918.both nations may share the same or similar designations or descriptions but
 TC0918.do not share official positions or heights. The 'Station Description' may
 TC0918.originate from a Canadian 'Station Report' and if so contains information
 TC0918.licensed under the 'Open Government License - Canada'.
 TC0918
 TC0918.The horizontal coordinates were established by classical geodetic methods
 TC0918.and adjusted by the National Geodetic Survey in March 1999.
 TC0918
 TC0918.The orthometric height was scaled from a topographic map.
 TC0918
 TC0918.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0918
 TC0918.Click photographs - Photos may exist for this station.
 TC0918
 TC0918. The following values were computed from the NAD 83(1996) position.
 TC0918
 TC0918;                    North         East     Units Scale Factor Converg.
 TC0918;UTM  15      - 5,388,194.221   424,063.774   MT  0.99967084   -0 46 25.6
 TC0918
 TC0918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0918!UTM  15      -   0.99995255  x   0.99967084  =   0.99962341
 TC0918
 TC0918:                Primary Azimuth Mark                     Grid Az
 TC0918:UTM  15      -  OGREN                                    269 48 00.5
 TC0918
 TC0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP2406388194(NAD 83)
 TC0918
 TC0918|---------------------------------------------------------------------|
 TC0918| PID    Reference Object                     Distance      Geod. Az  |
 TC0918|                                                           dddmmss.s |
 TC0918| TC0988 PISTOL                              182.596 METERS 08722     |
 TC0918| TC0976 OLSEN                               314.082 METERS 18517     |
 TC0918| TC0975 OGREN                               APPROX. 0.9 KM 2690134.9 |
 TC0918|---------------------------------------------------------------------|
 TC0918
 TC0918                          SUPERSEDED SURVEY CONTROL
 TC0918
 TC0918  NAD 83(1986)-  48 38 31.88568(N)    094 01 51.01597(W) AD(       ) 3
 TC0918
 TC0918.Superseded values are not recommended for survey control.
 TC0918
 TC0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0918.See file dsdata.pdf to determine how the superseded data were derived.
 TC0918
 TC0918_MARKER: X = CHISELED CROSS
 TC0918_SETTING: 80 = SET IN A BOULDER
 TC0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0918+STABILITY: SURFACE MOTION
 TC0918
 TC0918  HISTORY     - Date     Condition        Report By
 TC0918  HISTORY     - 1913     MONUMENTED       IBC
 TC0918  HISTORY     - 1947     MARK NOT FOUND   IBC
 TC0918
 TC0918                          STATION DESCRIPTION
 TC0918
 TC0918'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (ERM)
 TC0918'ON THE NORTH BANK OF RAINY RIVER, ABOUT 1-1/3 MILES EAST OF THE HEAD
 TC0918'OF LONG SAULT RAPIDS.  THE STATION IS NEAR HIGH - WATER MARK ON ONE OF
 TC0918'SEVERAL LARGE ROCKS IMBEDDED IN THE SAND.
 TC0918'
 TC0918'STATION MARK--A CROSS CUT IN THE ROCK.
 TC0918
 TC0918                          STATION RECOVERY (1947)
 TC0918
 TC0918'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1947 (NWS)
 TC0918'STATION WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TA0116 ***********************************************************************
 TA0116  DESIGNATION -  GUNFLINT
 TA0116  PID         -  TA0116
 TA0116  STATE/COUNTY-  ON/THUNDER BAY
 TA0116  COUNTRY     -  CANADA
 TA0116  NTS MAPSHEET-  SAGANAGA LAKE (2020)
 TA0116
 TA0116                         *CURRENT SURVEY CONTROL
 TA0116  ______________________________________________________________________
 TA0116* NAD 83(1996) POSITION- 48 08 22.48188(N) 090 35 10.79275(W)   ADJUSTED
 TA0116* NAVD 88 ORTHO HEIGHT -   625.    (meters)     2051.    (feet) SCALED
 TA0116  ______________________________________________________________________
 TA0116  GEOID HEIGHT    -        -31.856 (meters)                     EGM08
 TA0116  HORZ ORDER      -  FIRST
 TA0116
 TA0116.The positional and height information provided upon this datasheet are not
 TA0116.officially recognized by the Government of Canada, provincial governments
 TA0116.within Canada, nor are they intended to replace or substitute for them.
 TA0116.The intent of sharing this data is to allow access to positions or heights
 TA0116.recognized by the United States Government. Passive control that is used by
 TA0116.both nations may share the same or similar designations or descriptions but
 TA0116.do not share official positions or heights. The 'Station Description' may
 TA0116.originate from a Canadian 'Station Report' and if so contains information
 TA0116.licensed under the 'Open Government License - Canada'.
 TA0116
 TA0116.The horizontal coordinates were established by classical geodetic methods
 TA0116.and adjusted by the National Geodetic Survey in March 1999.
 TA0116
 TA0116.The orthometric height was scaled from a topographic map.
 TA0116
 TA0116.Significant digits in the geoid height do not necessarily reflect accuracy.
 TA0116
 TA0116.Click photographs - Photos may exist for this station.
 TA0116
 TA0116. The following values were computed from the NAD 83(1996) position.
 TA0116
 TA0116;                    North         East     Units Scale Factor Converg.
 TA0116;UTM  15      - 5,334,631.520   679,556.871   MT  0.99999616   +1 47 53.2
 TA0116
 TA0116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TA0116!UTM  15      -   0.99990701  x   0.99999616  =   0.99990317
 TA0116
 TA0116:                Primary Azimuth Mark                     Grid Az
 TA0116:UTM  15      -  MOWE                                     333 11 44.1
 TA0116
 TA0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UXP7955634631(NAD 83)
 TA0116
 TA0116|---------------------------------------------------------------------|
 TA0116| PID    Reference Object                     Distance      Geod. Az  |
 TA0116|                                                           dddmmss.s |
 TA0116| TA0115 MOWE                                APPROX.27.7 KM 3345937.3 |
 TA0116|---------------------------------------------------------------------|
 TA0116
 TA0116                          SUPERSEDED SURVEY CONTROL
 TA0116
 TA0116  NAD 83(1994)-  48 08 22.48583(N)    090 35 10.80223(W) AD(       ) 1
 TA0116  NAD 83(1986)-  48 08 22.47125(N)    090 35 10.76881(W) AD(       ) 1
 TA0116  NAD 27      -  48 08 22.87700(N)    090 35 10.39900(W) AD(       ) 1
 TA0116
 TA0116.Superseded values are not recommended for survey control.
 TA0116
 TA0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TA0116.See file dsdata.pdf to determine how the superseded data were derived.
 TA0116
 TA0116_MARKER: B = BOLT
 TA0116_SETTING: 0 = UNSPECIFIED SETTING
 TA0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TA0116
 TA0116  HISTORY     - Date     Condition        Report By
 TA0116  HISTORY     - 1915     MONUMENTED       GSC
 TA0116  HISTORY     - 1917     GOOD             CGS
 TA0116
 TA0116                          STATION DESCRIPTION
 TA0116
 TA0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1917
 TA0116'ON TOP OF NORTH-AND-SOUTH RIDGE, WHICH IS COVERED WITH JACK
 TA0116'PINES, AND 2 MILES FROM SMALL BAY IN NORTHWEST ANGLE OF NORTH
 TA0116'LAKE.  RIDGE IS AN ABRUPT OUTCROP OF GRANITE WITH SMALL AMOUNT
 TA0116'OF SOIL ON SURFACE AND DROPS OFF ABRUPTLY 12 FEET WEST OF
 TA0116'STATION.  WELL-BLAZED TRAIL LEADS FROM BAY TO STATION SITE.
 TA0116'MARKED BY COPPER BOLT STAMPED G.S.C. 1915 IN SOLID ROCK WITHIN
 TA0116'TRIANGLE CUT IN ROCK.  THREE REFERENCE BOLTS IN SOLID ROCK ARE
 TA0116'AS FOLLOWS--NO. 1, 8.15 METERS (26.7 FEET) FROM STATION
 TA0116'N 09 DEG 54 MIN E.  NO. 2, 7.72 METERS (25.3 FEET) FROM
 TA0116'STATION N 74 DEG 39 MIN E.  AND NO. 3, 7.99 METERS
 TA0116'(26.2 FEET) FROM STATION S 43 DEG 30 MIN W.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 AB3883 ***********************************************************************
 AB3883  DESIGNATION -  HAINS=LAGGAN
 AB3883  PID         -  AB3883
 AB3883  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 AB3883  COUNTRY     -  CANADA
 AB3883  NTS MAPSHEET-  ALEXANDRIA (2020)
 AB3883
 AB3883                         *CURRENT SURVEY CONTROL
 AB3883  ______________________________________________________________________
 AB3883* NAD 83(2011) POSITION- 45 23 24.85709(N) 074 42 08.89757(W)   ADJUSTED
 AB3883* NAD 83(2011) ELLIP HT-    54.129 (meters)        (06/27/12)   ADJUSTED
 AB3883* NAD 83(2011) EPOCH   -  2010.00
 AB3883* NAVD 88 ORTHO HEIGHT -    85.5   (meters)      281.    (feet) GPS OBS
 AB3883  ______________________________________________________________________
 AB3883  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AB3883  GEOID HEIGHT    -        -31.378 (meters)                     GEOID99
 AB3883  GEOID HEIGHT    -        -31.963 (meters)                     EGM08
 AB3883  NAD 83(2011) X  -  1,183,774.200 (meters)                     COMP
 AB3883  NAD 83(2011) Y  - -4,327,883.179 (meters)                     COMP
 AB3883  NAD 83(2011) Z  -  4,517,949.025 (meters)                     COMP
 AB3883
 AB3883  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB3883  Standards:
 AB3883         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB3883            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB3883  -------------------------------------------------------------------
 AB3883  NETWORK    0.42   0.82           0.19   0.15   0.42     -0.04425971
 AB3883  -------------------------------------------------------------------
 AB3883  Click here for local accuracies and other accuracy information.
 AB3883
 AB3883.The positional and height information provided upon this datasheet are not
 AB3883.officially recognized by the Government of Canada, provincial governments
 AB3883.within Canada, nor are they intended to replace or substitute for them.
 AB3883.The intent of sharing this data is to allow access to positions or heights
 AB3883.recognized by the United States Government. Passive control that is used by
 AB3883.both nations may share the same or similar designations or descriptions but
 AB3883.do not share official positions or heights. The 'Station Description' may
 AB3883.originate from a Canadian 'Station Report' and if so contains information
 AB3883.licensed under the 'Open Government License - Canada'.
 AB3883
 AB3883.The horizontal coordinates were established by GPS observations
 AB3883.and adjusted by the National Geodetic Survey in June 2012.
 AB3883
 AB3883.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB3883.been affixed to the stable North American tectonic plate. See 
 AB3883.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB3883
 AB3883.The horizontal coordinates are valid at the epoch date displayed above
 AB3883.which is a decimal equivalence of Year/Month/Day.
 AB3883
 AB3883.The orthometric height was determined by GPS observations and a
 AB3883.high-resolution geoid model.
 AB3883
 AB3883.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB3883
 AB3883.Click photographs - Photos may exist for this station.
 AB3883
 AB3883.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3883
 AB3883.The ellipsoidal height was determined by GPS observations
 AB3883.and is referenced to NAD 83.
 AB3883
 AB3883. The following values were computed from the NAD 83(2011) position.
 AB3883
 AB3883;                    North         East     Units Scale Factor Converg.
 AB3883;UTM  18      - 5,026,345.442   523,290.067   MT  0.99960667   +0 12 42.5
 AB3883
 AB3883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3883!UTM  18      -   0.99999151  x   0.99960667  =   0.99959819
 AB3883
 AB3883_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWR2329026345(NAD 83)
 AB3883
 AB3883                          SUPERSEDED SURVEY CONTROL
 AB3883
 AB3883  NAD 83(2007)-  45 23 24.85740(N)    074 42 08.89835(W) AD(2002.00) 0
 AB3883  ELLIP H (02/10/07)   54.144  (m)                       GP(2002.00)    
 AB3883  ELLIP H (09/18/02)   54.129  (m)                       GP(       ) 4 2
 AB3883  NAD 83(1996)-  45 23 24.85762(N)    074 42 08.89938(W) AD(       ) B
 AB3883  ELLIP H (07/24/97)   54.105  (m)                       GP(       ) 1 1
 AB3883  NAD 83(1992)-  45 23 24.85651(N)    074 42 08.89856(W) AD(       ) B
 AB3883  ELLIP H (08/07/96)   54.023  (m)                       GP(       ) 1 1
 AB3883  NAD 83(1992)-  45 23 24.85623(N)    074 42 08.89893(W) AD(       ) B
 AB3883  ELLIP H (06/10/96)   54.073  (m)                       GP(       ) 1 1
 AB3883  NAVD 88 (06/10/96)   85.4    (m)  GEOID93  model used  GPS OBS        
 AB3883
 AB3883.Superseded values are not recommended for survey control.
 AB3883
 AB3883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3883.See file dsdata.pdf to determine how the superseded data were derived.
 AB3883
 AB3883_MARKER: DZ = AZIMUTH MARK DISK
 AB3883_SETTING: 0 = UNSPECIFIED SETTING
 AB3883_MARK LOGO: NONE
 AB3883_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB3883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3883+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2001
 AB3883
 AB3883  HISTORY     - Date     Condition        Report By
 AB3883  HISTORY     - 1994     MONUMENTED       GSC
 AB3883  HISTORY     - 20010808 GOOD             GSC
 AB3883
 AB3883                          STATION DESCRIPTION
 AB3883
 AB3883'DESCRIBED BY GEODETIC SURVEY OF CANADA 1994
 AB3883'NO DESCRIPTION SUBMITTED FOR THIS POINT.  TEXT CREATED BY ADDESC.
 AB3883
 AB3883                          STATION RECOVERY (2001)
 AB3883
 AB3883'RECOVERY NOTE BY GEODETIC SURVEY OF CANADA 2001
 AB3883'RECOVERED AS DESCRIBED.
 AB3883'
 AB3883'DESIGNATION WAS RECENTLY CHANGED TO HONOR A RETIRED GSD OFFICIAL.
 AB3883'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0920 ***********************************************************************
 TC0920  DESIGNATION -  HART
 TC0920  PID         -  TC0920
 TC0920  STATE/COUNTY-  ON/RAINY RIVER
 TC0920  COUNTRY     -  CANADA
 TC0920  NTS MAPSHEET-  PINEWOOD (2020)
 TC0920
 TC0920                         *CURRENT SURVEY CONTROL
 TC0920  ______________________________________________________________________
 TC0920* NAD 83(1996) POSITION- 48 41 24.30320(N) 094 15 13.84825(W)   ADJUSTED
 TC0920* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 TC0920  ______________________________________________________________________
 TC0920  GEOID HEIGHT    -        -29.402 (meters)                     EGM08
 TC0920  HORZ ORDER      -  THIRD
 TC0920
 TC0920.The positional and height information provided upon this datasheet are not
 TC0920.officially recognized by the Government of Canada, provincial governments
 TC0920.within Canada, nor are they intended to replace or substitute for them.
 TC0920.The intent of sharing this data is to allow access to positions or heights
 TC0920.recognized by the United States Government. Passive control that is used by
 TC0920.both nations may share the same or similar designations or descriptions but
 TC0920.do not share official positions or heights. The 'Station Description' may
 TC0920.originate from a Canadian 'Station Report' and if so contains information
 TC0920.licensed under the 'Open Government License - Canada'.
 TC0920
 TC0920.The horizontal coordinates were established by classical geodetic methods
 TC0920.and adjusted by the National Geodetic Survey in March 1999.
 TC0920
 TC0920.The orthometric height was scaled from a topographic map.
 TC0920
 TC0920.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0920
 TC0920.Click photographs - Photos may exist for this station.
 TC0920
 TC0920. The following values were computed from the NAD 83(1996) position.
 TC0920
 TC0920;                    North         East     Units Scale Factor Converg.
 TC0920;UTM  15      - 5,393,763.320   407,723.774   MT  0.99970461   -0 56 30.8
 TC0920
 TC0920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0920!UTM  15      -   0.99995346  x   0.99970461  =   0.99965808
 TC0920
 TC0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP0772393763(NAD 83)
 TC0920
 TC0920|---------------------------------------------------------------------|
 TC0920| PID    Reference Object                     Distance      Geod. Az  |
 TC0920|                                                           dddmmss.s |
 TC0920| TC0946 LOCK                                191.591 METERS 15310     |
 TC0920| TC1243 TRULSON                             344.938 METERS 26038     |
 TC0920| TC0883 CRAIGEN                             359.613 METERS 32428     |
 TC0920|---------------------------------------------------------------------|
 TC0920
 TC0920                          SUPERSEDED SURVEY CONTROL
 TC0920
 TC0920  NAD 83(1986)-  48 41 24.28617(N)    094 15 13.83961(W) AD(       ) 3
 TC0920
 TC0920.Superseded values are not recommended for survey control.
 TC0920
 TC0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0920.See file dsdata.pdf to determine how the superseded data were derived.
 TC0920
 TC0920_MARKER: X = CHISELED CROSS
 TC0920_SETTING: 80 = SET IN A BOULDER
 TC0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0920+STABILITY: SURFACE MOTION
 TC0920
 TC0920  HISTORY     - Date     Condition        Report By
 TC0920  HISTORY     - 1914     MONUMENTED       IBC
 TC0920
 TC0920                          STATION DESCRIPTION
 TC0920
 TC0920'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC0920'ON THE EAST BANK OF RAINY RIVER, ABOUT 1-3/8 MILES NORTH OF THE
 TC0920'FRONTIER (MINN) SCHOOLHOUSE.  THE STATION IS IN A PASTURE ABOUT 15
 TC0920'METERS EAST OF THE EDGE OF THE BANK AND IS ABOUT 6 METERS ABOVE AND 24
 TC0920'METERS BACK FROM THE RIVERS EDGE.  LOCKHARTS HOUSE IS ABOUT 175 METERS
 TC0920'SOUTH OF THE STATION.
 TC0920'
 TC0920'STATION MARK--A CROSS CUT IN A STONE.  SUBSURFACE MARK IS A BALL OF
 TC0920'WIRE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0873 ***********************************************************************
 RJ0873  DESIGNATION -  HAVILLAND USLS 1895
 RJ0873  PID         -  RJ0873
 RJ0873  STATE/COUNTY-  ON/ALGOMA
 RJ0873  COUNTRY     -  CANADA
 RJ0873  NTS MAPSHEET-  SEARCHMONT (2020)
 RJ0873
 RJ0873                         *CURRENT SURVEY CONTROL
 RJ0873  ______________________________________________________________________
 RJ0873* NAD 83(1986) POSITION- 46 47 17.04177(N) 084 27 47.73127(W)   ADJUSTED
 RJ0873* NAVD 88 ORTHO HEIGHT -   442.    (meters)     1450.    (feet) SCALED
 RJ0873  ______________________________________________________________________
 RJ0873  GEOID HEIGHT    -        -37.059 (meters)                     EGM08
 RJ0873  HORZ ORDER      -  FIRST
 RJ0873
 RJ0873.The positional and height information provided upon this datasheet are not
 RJ0873.officially recognized by the Government of Canada, provincial governments
 RJ0873.within Canada, nor are they intended to replace or substitute for them.
 RJ0873.The intent of sharing this data is to allow access to positions or heights
 RJ0873.recognized by the United States Government. Passive control that is used by
 RJ0873.both nations may share the same or similar designations or descriptions but
 RJ0873.do not share official positions or heights. The 'Station Description' may
 RJ0873.originate from a Canadian 'Station Report' and if so contains information
 RJ0873.licensed under the 'Open Government License - Canada'.
 RJ0873
 RJ0873.The horizontal coordinates were established by classical geodetic methods
 RJ0873.and adjusted by the National Geodetic Survey in July 1986.
 RJ0873
 RJ0873.The orthometric height was scaled from a topographic map.
 RJ0873
 RJ0873.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0873
 RJ0873.Click photographs - Photos may exist for this station.
 RJ0873
 RJ0873. The following values were computed from the NAD 83(1986) position.
 RJ0873
 RJ0873;                    North         East     Units Scale Factor Converg.
 RJ0873;UTM  16      - 5,184,738.031   693,614.616   MT  1.00006077   +1 50 57.9
 RJ0873
 RJ0873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0873!UTM  16      -   0.99993652  x   1.00006077  =   0.99999729
 RJ0873
 RJ0873:                Primary Azimuth Mark                     Grid Az
 RJ0873:UTM  16      -  PENNEFATHER USLS 1895                    171 13 50.8
 RJ0873
 RJ0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9361484738(NAD 83)
 RJ0873
 RJ0873|---------------------------------------------------------------------|
 RJ0873| PID    Reference Object                     Distance      Geod. Az  |
 RJ0873|                                                           dddmmss.s |
 RJ0873| RJ0871 PENNEFATHER USLS 1895               APPROX.17.4 KM 1730448.7 |
 RJ0873|---------------------------------------------------------------------|
 RJ0873
 RJ0873                          SUPERSEDED SURVEY CONTROL
 RJ0873
 RJ0873  NAD 27      -  46 47 16.95250(N)    084 27 47.56130(W) AD(       ) 1
 RJ0873  USSD        -  46 47 17.67300(N)    084 27 46.84800(W) AD(       ) 3
 RJ0873
 RJ0873.Superseded values are not recommended for survey control.
 RJ0873
 RJ0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0873.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0873
 RJ0873_MARKER: Z = SEE DESCRIPTION
 RJ0873_SETTING: 0 = UNSPECIFIED SETTING
 RJ0873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0873
 RJ0873  HISTORY     - Date     Condition        Report By
 RJ0873  HISTORY     - 1895     MONUMENTED       USLS
 RJ0873  HISTORY     - 1949     GOOD             USLS
 RJ0873
 RJ0873                          STATION DESCRIPTION
 RJ0873
 RJ0873'DESCRIBED BY US LAKE SURVEY 1895
 RJ0873'ABOUT 1/3-WAY TOWARD BATCHAWANA BAY FROM GOULAIS BAY, ON HIGHEST
 RJ0873'HILL, IN SOUTHEAST
 RJ0873'PART OF SECTION 42, HAVILLAND TOWNSHIP.  MARKED BY 5/8-INCH HOLE IN
 RJ0873'SURFACE ROCK, WITH LETTERS U.S.
 RJ0873'CUT NEAR IT.  TWO LARGE BOULDERS MARKED BY
 RJ0873'CROSS AND LETTERS U.S. ARE AT FOLLOWING DISTANCES
 RJ0873'AND AZIMUTHS FROM STATION-
 RJ0873'25.25 FEET, 151 DEG., AND 29.60 FEET, 228 DEG.
 RJ0873
 RJ0873                          STATION RECOVERY (1949)
 RJ0873
 RJ0873'RECOVERY NOTE BY US LAKE SURVEY 1949
 RJ0873'THIS STATION WAS NOT OCCUPIED THIS SEASON.
 RJ0873'
 RJ0873'HAVILLAND, (1895-1949R), A PRIMARY STATION IS IN THE SE 1/4 OF
 RJ0873'SECTION 42, HAVILLAND TOWNSHIP, ALGOMA DISTRICT, ONTARIO, CANADA,
 RJ0873'ABOUT 25 MILES NORTH OF SAULT STE. MARIE, ON THE HIGHEST HILL IN
 RJ0873'THE VICINITY, ABOUT 3/8 MILE WEST-NORTHWEST OF THE SOUTHEAST
 RJ0873'SECTION CORNER, 29.59 FEET S 48 DEG 00 MIN W (TRUE) OF REFERENCE
 RJ0873'NO. 1 (DESCRIBED BELOW), 25.19 FEET S 32 DEG 10 MIN E (TRUE) OF
 RJ0873'REFERENCE NO. 2 (DESCRIBED BELOW), MARKED AT THE SURFACE BY A
 RJ0873'5/8 INCH DRILL HOLE, 1 INCH DEEP, AT THE SOUTH SIDE OF A ROUGH
 RJ0873'CONCAVITY IN SURFACE ROCK, UNDER AN OLD, (1895), 21 FOOT CEDAR
 RJ0873'TRIPOD.
 RJ0873'
 RJ0873'REFERENCE NO. 1, (1895), IS A CROSS BETWEEN THE LETTERS, U.S.,
 RJ0873'CUT IN THE VERTICAL FACE OF AN 8 FEET X 5 FEET WHITE GRANITE
 RJ0873'BOULDER, 3 FEET HIGH.
 RJ0873'
 RJ0873'REFERENCE NO. 2, (1895), IS A CROSS BETWEEN THE LETTERS, U.S.,
 RJ0873'CUT IN THE VERTICAL FACE OF A 2 FEET X 2-1/2 FEET GREY GRANITE
 RJ0873'BOULDER, 1-1/2 FEET HIGH.
 RJ0873'
 RJ0873'TO REACH THE REFERENCES AND THE STATION PROCEED, FROM THE GOULAIS
 RJ0873'RIVER POST OFFICE (A.E. MICKLE STORE) NEAR THE 19 MILE POINT ON
 RJ0873'KINGS HIGHWAY 17 NORTH OF SAULT STE. MARIE, WEST ALONG A DIRT ROAD
 RJ0873'1.2 MILES TO A CROSSROAD.  THENCE LEFT 1.6 MILES TO A JUNCTION
 RJ0873'WITH ROAD TO GOULAIS RIVER BRIDGE.  THENCE RIGHT 1.4 MILES TO
 RJ0873'ANOTHER JUNCTION.  THENCE RIGHT 3.2 MILES TO A LOGGING ROAD RIGHT.
 RJ0873'THENCE ALONG LOGGING ROAD 1.5 MILES TO CREST OF A HILL (ROAD IS
 RJ0873'BEST NAVIGATED BY TRUCK OR JEEP IN DRY WEATHER).  THENCE
 RJ0873'WALK LEFT ALONG ROAD ABOUT 500 FEET TO A JUNCTION.  THENCE ALONG
 RJ0873'LEFT FORK ABOUT 200 FEET TO A ROAD RIGHT JUST BEYOND CREEK.  THENCE
 RJ0873'RIGHT TO A JUNCTION JUST BEYOND ABANDONED LOGGING CAMP.  THENCE
 RJ0873'ALONG RIGHT BRANCH WHICH IS A SKIDWAY TO A POINT WHERE IT CROSSES A
 RJ0873'CREEK.  THENCE ALONG CREEK IN A NORTHERLY DIRECTION TO TOWNSHIP LINE
 RJ0873'RUNNING EAST AND WEST WHICH IS WELL MARKED BY TREES BLAZED
 RJ0873'THREE TIMES AROUND CIRCUMFERENCE.  THENCE WEST ALONG
 RJ0873'TOWNSHIP LINE OVER A LOW RIDGE TO A CREEK.  THENCE CROSS CREEK AND
 RJ0873'WALK NORTH TO THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0921 ***********************************************************************
 TC0921  DESIGNATION -  HAY
 TC0921  PID         -  TC0921
 TC0921  STATE/COUNTY-  ON/RAINY RIVER
 TC0921  COUNTRY     -  CANADA
 TC0921  NTS MAPSHEET-  PINEWOOD (2020)
 TC0921
 TC0921                         *CURRENT SURVEY CONTROL
 TC0921  ______________________________________________________________________
 TC0921* NAD 83(1996) POSITION- 48 39 04.82085(N) 094 12 26.74747(W)   ADJUSTED
 TC0921* NAVD 88 ORTHO HEIGHT -   323.    (meters)     1060.    (feet) SCALED
 TC0921  ______________________________________________________________________
 TC0921  GEOID HEIGHT    -        -29.387 (meters)                     EGM08
 TC0921  HORZ ORDER      -  THIRD
 TC0921
 TC0921.The positional and height information provided upon this datasheet are not
 TC0921.officially recognized by the Government of Canada, provincial governments
 TC0921.within Canada, nor are they intended to replace or substitute for them.
 TC0921.The intent of sharing this data is to allow access to positions or heights
 TC0921.recognized by the United States Government. Passive control that is used by
 TC0921.both nations may share the same or similar designations or descriptions but
 TC0921.do not share official positions or heights. The 'Station Description' may
 TC0921.originate from a Canadian 'Station Report' and if so contains information
 TC0921.licensed under the 'Open Government License - Canada'.
 TC0921
 TC0921.The horizontal coordinates were established by classical geodetic methods
 TC0921.and adjusted by the National Geodetic Survey in March 1999.
 TC0921
 TC0921.The orthometric height was scaled from a topographic map.
 TC0921
 TC0921.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0921
 TC0921.Click photographs - Photos may exist for this station.
 TC0921
 TC0921. The following values were computed from the NAD 83(1996) position.
 TC0921
 TC0921;                    North         East     Units Scale Factor Converg.
 TC0921;UTM  15      - 5,389,401.459   411,071.573   MT  0.99969716   -0 54 23.3
 TC0921
 TC0921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0921!UTM  15      -   0.99995393  x   0.99969716  =   0.99965110
 TC0921
 TC0921:                Primary Azimuth Mark                     Grid Az
 TC0921:UTM  15      -  BOUNDARY REF MON 134                     079 07 49.3
 TC0921
 TC0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP1107189401(NAD 83)
 TC0921
 TC0921|---------------------------------------------------------------------|
 TC0921| PID    Reference Object                     Distance      Geod. Az  |
 TC0921|                                                           dddmmss.s |
 TC0921| TC1048 BOUNDARY REF MON 134                406.675 METERS 0781326.0 |
 TC0921| TC0841 BLOSSOM                             334.002 METERS 14458     |
 TC0921| TC1212 SNAG                                380.919 METERS 20738     |
 TC0921|---------------------------------------------------------------------|
 TC0921
 TC0921                          SUPERSEDED SURVEY CONTROL
 TC0921
 TC0921  NAD 83(1986)-  48 39 04.80445(N)    094 12 26.73934(W) AD(       ) 3
 TC0921
 TC0921.Superseded values are not recommended for survey control.
 TC0921
 TC0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0921.See file dsdata.pdf to determine how the superseded data were derived.
 TC0921
 TC0921_MARKER: X = CHISELED CROSS
 TC0921_SETTING: 80 = SET IN A BOULDER
 TC0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0921+STABILITY: SURFACE MOTION
 TC0921
 TC0921  HISTORY     - Date     Condition        Report By
 TC0921  HISTORY     - 1914     MONUMENTED       IBC
 TC0921
 TC0921                          STATION DESCRIPTION
 TC0921
 TC0921'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC0921'ON THE NORTH BANK OF RAINY RIVER, ABOUT 2-1/8 MILES EAST OF THE
 TC0921'FRONTIER (MINN) STORE AND JUST EAST OF A SECTION LINE.  THE STATION IS
 TC0921'ABOUT 8 METERS ABOVE AND 24 METERS BACK FROM THE RIVERS EDGE, AND IS
 TC0921'ABOUT 5 METERS FROM THE TOP OF THE SLOPE.  AN OLD LARGE BARN IS NEARLY
 TC0921'DUE SOUTH, ACROSS THE RIVER FROM THE STATION.
 TC0921'
 TC0921'STATION MARK--A CROSS CUT IN A STONE.  SUBSURFACE MARK IS A BALL OF
 TC0921'WIRE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0965 ***********************************************************************
 RJ0965  DESIGNATION -  HAY POINT IBC 1944
 RJ0965  PID         -  RJ0965
 RJ0965  STATE/COUNTY-  ON/ALGOMA
 RJ0965  COUNTRY     -  CANADA
 RJ0965  NTS MAPSHEET-  MUNUSCONG LAKE (2020)
 RJ0965
 RJ0965                         *CURRENT SURVEY CONTROL
 RJ0965  ______________________________________________________________________
 RJ0965* NAD 83(1986) POSITION- 46 07 31.36285(N) 084 00 03.62112(W)   ADJUSTED
 RJ0965* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0965  ______________________________________________________________________
 RJ0965  GEOID HEIGHT    -        -37.112 (meters)                     EGM08
 RJ0965  HORZ ORDER      -  THIRD
 RJ0965
 RJ0965.The positional and height information provided upon this datasheet are not
 RJ0965.officially recognized by the Government of Canada, provincial governments
 RJ0965.within Canada, nor are they intended to replace or substitute for them.
 RJ0965.The intent of sharing this data is to allow access to positions or heights
 RJ0965.recognized by the United States Government. Passive control that is used by
 RJ0965.both nations may share the same or similar designations or descriptions but
 RJ0965.do not share official positions or heights. The 'Station Description' may
 RJ0965.originate from a Canadian 'Station Report' and if so contains information
 RJ0965.licensed under the 'Open Government License - Canada'.
 RJ0965
 RJ0965.The horizontal coordinates were established by classical geodetic methods
 RJ0965.and adjusted by the National Geodetic Survey in July 1986.
 RJ0965
 RJ0965.The orthometric height was scaled from a topographic map.
 RJ0965
 RJ0965.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0965
 RJ0965.Click photographs - Photos may exist for this station.
 RJ0965
 RJ0965. The following values were computed from the NAD 83(1986) position.
 RJ0965
 RJ0965;                    North         East     Units Scale Factor Converg.
 RJ0965;UTM  16      - 5,112,351.025   731,689.953   MT  1.00025994   +2 09 46.1
 RJ0965;UTM  17      - 5,112,356.896   268,154.634   MT  1.00026083   -2 09 51.3
 RJ0965
 RJ0965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0965!UTM  16      -   0.99997822  x   1.00025994  =   1.00023816
 RJ0965!UTM  17      -   0.99997822  x   1.00026083  =   1.00023905
 RJ0965
 RJ0965:                Primary Azimuth Mark                     Grid Az
 RJ0965:UTM  16      -  RABER                                    197 24 12.1
 RJ0965:UTM  17      -  RABER                                    201 43 49.5
 RJ0965
 RJ0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS3168912351(NAD 83)
 RJ0965
 RJ0965|---------------------------------------------------------------------|
 RJ0965| PID    Reference Object                     Distance      Geod. Az  |
 RJ0965|                                                           dddmmss.s |
 RJ0965| RJ0964 206                                  19.131 METERS 13805     |
 RJ0965| RJ0984 REF MON 11 IWC 1911                 APPROX. 0.5 KM 1783541.7 |
 RJ0965| RJ0987 RABER                               APPROX. 7.0 KM 1993358.2 |
 RJ0965| RJ0986 ROUND ISLAND LH                     APPROX. 2.3 KM 2184434.6 |
 RJ0965|---------------------------------------------------------------------|
 RJ0965
 RJ0965                          SUPERSEDED SURVEY CONTROL
 RJ0965
 RJ0965  NAD 27      -  46 07 31.29700(N)    084 00 03.55100(W) AD(       ) 3
 RJ0965
 RJ0965.Superseded values are not recommended for survey control.
 RJ0965
 RJ0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0965.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0965
 RJ0965_MARKER: H = DRILL HOLE
 RJ0965_SETTING: 80 = SET IN A BOULDER
 RJ0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0965+STABILITY: SURFACE MOTION
 RJ0965
 RJ0965  HISTORY     - Date     Condition        Report By
 RJ0965  HISTORY     - 1944     MONUMENTED       IBC
 RJ0965  HISTORY     - 1958     GOOD             IBC
 RJ0965
 RJ0965                          STATION DESCRIPTION
 RJ0965
 RJ0965'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RJ0965'ON MAY POINT ON THE W SIDE OF ST JOSEPH ISLAND, OPPOSITE POINT AUX
 RJ0965'FRENES, AT S END OF LAKE MUNUSCONG, AND 11 MILES NW OF DETOUR,
 RJ0965'MICHIGAN.  ON THE EXTREME W END OF THE POINT, 4 FEET FROM THE WATER,
 RJ0965'AND DIRECTLY OUTSIDE 206 (U S L S).
 RJ0965'
 RJ0965'STATION MARK IS A SHALLOW DRILL HOLE IN A LARGE ROCK ON THE BEACH.
 RJ0965
 RJ0965                          STATION RECOVERY (1958)
 RJ0965
 RJ0965'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0965'RECOVERED IN GOOD CONDITION.  ROCK IS TAN COLORED AND PROJECTS 2
 RJ0965'INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 AH5429 ***********************************************************************
 AH5429  DESIGNATION -  HAY POINT RANGE F LT
 AH5429  PID         -  AH5429
 AH5429  STATE/COUNTY-  ON/ALGOMA
 AH5429  COUNTRY     -  CANADA
 AH5429  NTS MAPSHEET-  JOSEPH ISLAND (2020)
 AH5429
 AH5429                         *CURRENT SURVEY CONTROL
 AH5429  ______________________________________________________________________
 AH5429* NAD 83(1994) POSITION- 46 07 36.58409(N) 083 59 58.58970(W)   ADJUSTED
 AH5429* NAVD 88 ORTHO HEIGHT -   189.    (meters)      620.    (feet) SCALED
 AH5429  ______________________________________________________________________
 AH5429  GEOID HEIGHT    -        -37.113 (meters)                     EGM08
 AH5429  HORZ ORDER      -  THIRD
 AH5429
 AH5429.The positional and height information provided upon this datasheet are not
 AH5429.officially recognized by the Government of Canada, provincial governments
 AH5429.within Canada, nor are they intended to replace or substitute for them.
 AH5429.The intent of sharing this data is to allow access to positions or heights
 AH5429.recognized by the United States Government. Passive control that is used by
 AH5429.both nations may share the same or similar designations or descriptions but
 AH5429.do not share official positions or heights. The 'Station Description' may
 AH5429.originate from a Canadian 'Station Report' and if so contains information
 AH5429.licensed under the 'Open Government License - Canada'.
 AH5429
 AH5429.The horizontal coordinates were established by classical geodetic methods
 AH5429.and adjusted by the National Geodetic Survey in November 1998.
 AH5429
 AH5429.The orthometric height was scaled from a topographic map.
 AH5429
 AH5429.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH5429
 AH5429.Click photographs - Photos may exist for this station.
 AH5429
 AH5429. The following values were computed from the NAD 83(1994) position.
 AH5429
 AH5429;                    North         East     Units Scale Factor Converg.
 AH5429;UTM  17      - 5,112,513.955   268,268.692   MT  1.00026018   -2 09 47.9
 AH5429;UTM  16      - 5,112,516.242   731,791.835   MT  1.00026052   +2 09 49.9
 AH5429
 AH5429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5429!UTM  17      -   0.99997612  x   1.00026018  =   1.00023630
 AH5429!UTM  16      -   0.99997612  x   1.00026052  =   1.00023664
 AH5429
 AH5429_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM6826812513(NAD 83)
 AH5429
 AH5429                          SUPERSEDED SURVEY CONTROL
 AH5429
 AH5429.No superseded survey control is available for this station.
 AH5429
 AH5429_MARKER: 14 = NAVIGATION LIGHT
 AH5429
 AH5429  HISTORY     - Date     Condition        Report By
 AH5429  HISTORY     - 1988     FIRST OBSERVED   NOS
 AH5429
 AH5429                          STATION DESCRIPTION
 AH5429
 AH5429'DESCRIBED BY NATIONAL OCEAN SERVICE 1988 (PBW)
 AH5429'THE STATION IS LOCATED IN ALGOMA COUNTY, ONTARIO CANADA ON ST JOSEPH
 AH5429'ISLAND ON THE NORTHWEST PART OF HAY POINT DUE EAST OF POINT AUX
 AH5429'FRENES.
 AH5429'THE STATION IS BEST REACHED BY BOAT.  IT IS LISTED AS NUMBER 12350 IN
 AH5429'THE U S COAST GUARD LIGHT LIST FOR 1987.
 AH5429'THE POINT INTERSECTED WAS THE HIGHEST VERTICAL POINT OF THE RANGE
 AH5429'LIGHT.
 AH5429'DESCRIBED BY P B WALBOLT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 AH5430 ***********************************************************************
 AH5430  DESIGNATION -  HAY POINT RANGE R LT
 AH5430  PID         -  AH5430
 AH5430  STATE/COUNTY-  ON/ALGOMA
 AH5430  COUNTRY     -  CANADA
 AH5430  NTS MAPSHEET-  JOSEPH ISLAND (2020)
 AH5430
 AH5430                         *CURRENT SURVEY CONTROL
 AH5430  ______________________________________________________________________
 AH5430* NAD 83(1994) POSITION- 46 07 29.92644(N) 083 59 46.58343(W)   ADJUSTED
 AH5430* NAVD 88 ORTHO HEIGHT -   196.    (meters)      643.    (feet) SCALED
 AH5430  ______________________________________________________________________
 AH5430  GEOID HEIGHT    -        -37.117 (meters)                     EGM08
 AH5430  HORZ ORDER      -  THIRD
 AH5430
 AH5430.The positional and height information provided upon this datasheet are not
 AH5430.officially recognized by the Government of Canada, provincial governments
 AH5430.within Canada, nor are they intended to replace or substitute for them.
 AH5430.The intent of sharing this data is to allow access to positions or heights
 AH5430.recognized by the United States Government. Passive control that is used by
 AH5430.both nations may share the same or similar designations or descriptions but
 AH5430.do not share official positions or heights. The 'Station Description' may
 AH5430.originate from a Canadian 'Station Report' and if so contains information
 AH5430.licensed under the 'Open Government License - Canada'.
 AH5430
 AH5430.The horizontal coordinates were established by classical geodetic methods
 AH5430.and adjusted by the National Geodetic Survey in November 1998.
 AH5430
 AH5430.The orthometric height was scaled from a topographic map.
 AH5430
 AH5430.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH5430
 AH5430.Click photographs - Photos may exist for this station.
 AH5430
 AH5430. The following values were computed from the NAD 83(1994) position.
 AH5430
 AH5430;                    North         East     Units Scale Factor Converg.
 AH5430;UTM  17      - 5,112,298.759   268,518.577   MT  1.00025875   -2 09 39.0
 AH5430;UTM  16      - 5,112,320.513   732,057.245   MT  1.00026204   +2 09 58.4
 AH5430
 AH5430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5430!UTM  17      -   0.99997510  x   1.00025875  =   1.00023384
 AH5430!UTM  16      -   0.99997510  x   1.00026204  =   1.00023713
 AH5430
 AH5430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM6851812298(NAD 83)
 AH5430
 AH5430                          SUPERSEDED SURVEY CONTROL
 AH5430
 AH5430.No superseded survey control is available for this station.
 AH5430
 AH5430_MARKER: 14 = NAVIGATION LIGHT
 AH5430
 AH5430  HISTORY     - Date     Condition        Report By
 AH5430  HISTORY     - 1988     FIRST OBSERVED   NOS
 AH5430
 AH5430                          STATION DESCRIPTION
 AH5430
 AH5430'DESCRIBED BY NATIONAL OCEAN SERVICE 1988 (PBW)
 AH5430'THE STATION IS LOCATED IN ALGOMA COUNTY, ONTARIO CANADA ON ST JOSEPH
 AH5430'ISLAND NEAR THE SOUTH PORTION OF HAY POINT.
 AH5430'THE STATION IS BEST REACHED BY BOAT.
 AH5430'THE POINT INTERSECTED WAS THE HIGHEST VERTICAL POINT OF THE RANGE
 AH5430'LIGHT.  THE LIGHT IS LISTED AS NUMBER 12355 IN THE 1987 U S COAST
 AH5430'GUARD LIGHT LIST.
 AH5430'DESCRIBED BY P B WALBOLT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1331 ***********************************************************************
 RJ1331  DESIGNATION -  HAY POINT RIC 004
 RJ1331  PID         -  RJ1331
 RJ1331  STATE/COUNTY-  ON/ALGOMA
 RJ1331  COUNTRY     -  CANADA
 RJ1331  NTS MAPSHEET-  MUNUSCONG LAKE (2020)
 RJ1331
 RJ1331                         *CURRENT SURVEY CONTROL
 RJ1331  ______________________________________________________________________
 RJ1331* NAD 83(1986) POSITION- 46 07 30.90456(N) 084 00 03.01430(W)   ADJUSTED
 RJ1331* NAVD 88 ORTHO HEIGHT -   178.5   (meters)      586.    (feet) VERTCON
 RJ1331  ______________________________________________________________________
 RJ1331  GEOID HEIGHT    -        -37.113 (meters)                     EGM08
 RJ1331  HORZ ORDER      -  SECOND
 RJ1331
 RJ1331.The positional and height information provided upon this datasheet are not
 RJ1331.officially recognized by the Government of Canada, provincial governments
 RJ1331.within Canada, nor are they intended to replace or substitute for them.
 RJ1331.The intent of sharing this data is to allow access to positions or heights
 RJ1331.recognized by the United States Government. Passive control that is used by
 RJ1331.both nations may share the same or similar designations or descriptions but
 RJ1331.do not share official positions or heights. The 'Station Description' may
 RJ1331.originate from a Canadian 'Station Report' and if so contains information
 RJ1331.licensed under the 'Open Government License - Canada'.
 RJ1331
 RJ1331.The horizontal coordinates were established by classical geodetic methods
 RJ1331.and adjusted by the National Geodetic Survey in May 1990.
 RJ1331
 RJ1331.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1331
 RJ1331.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1331
 RJ1331.Click photographs - Photos may exist for this station.
 RJ1331
 RJ1331. The following values were computed from the NAD 83(1986) position.
 RJ1331
 RJ1331;                    North         East     Units Scale Factor Converg.
 RJ1331;UTM  16      - 5,112,337.373   731,703.509   MT  1.00026002   +2 09 46.5
 RJ1331;UTM  17      - 5,112,342.260   268,167.122   MT  1.00026076   -2 09 50.9
 RJ1331
 RJ1331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1331!UTM  16      -   0.99997784  x   1.00026002  =   1.00023786
 RJ1331!UTM  17      -   0.99997784  x   1.00026076  =   1.00023860
 RJ1331
 RJ1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS3170312337(NAD 83)
 RJ1331
 RJ1331                          SUPERSEDED SURVEY CONTROL
 RJ1331
 RJ1331  NGVD 29 (05/22/90)  178.4    (m)          585.     (f) VERT ANG       
 RJ1331
 RJ1331.Superseded values are not recommended for survey control.
 RJ1331
 RJ1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1331.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1331
 RJ1331_MARKER: DS = TRIANGULATION STATION DISK
 RJ1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1331_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1331+STABILITY: SURFACE MOTION
 RJ1331
 RJ1331  HISTORY     - Date     Condition        Report By
 RJ1331  HISTORY     - 1988     MONUMENTED       USACE
 RJ1331
 RJ1331                          STATION DESCRIPTION
 RJ1331
 RJ1331'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1331'THE STATION IS LOCATED ABOUT 48.6 KM (30.2 MI) SOUTH-SOUTHEAST OF
 RJ1331'SAULT STE MARIE, 47.5 KM (29.5 MI) EAST-SOUTHEAST OF RUDYARD, 17.1
 RJ1331'KM (10.6 MI)
 RJ1331'NORTHWEST OF DETOUR VILLAGE, IN LOT 54, CONCESSION A, TOWNSHIP OF
 RJ1331'JOCELYN, DISTRICT OF ALGOMA, ONTARIO, CANADA.
 RJ1331'OWNERSHIP---JOCELYN TOWNSHIP
 RJ1331'
 RJ1331'TO REACH THE STATION FROM THE POST OFFICE IN GOETEVILLE GO NORTH FOR
 RJ1331'1.4 KM
 RJ1331'(0.85 MI) ON HWY M-48 TO
 RJ1331'NORTH RABER ROAD, TURN ONTO NORTH RABER ROAD AND GO FOR 2.7 KM
 RJ1331'(1.7 MI) TO A 90 DEGREE TURN TO THE LEFT, AT THIS CORNER GO 152.4
 RJ1331'METERS (500 FT) TO THE PUBLIC BOAT LAUNCH. TRAVEL BY BOAT DOWNRIVER
 RJ1331'FOR 40 MINUTES TO HAY POINT WHERE THE STATION IS LOCATED.
 RJ1331'
 RJ1331'THE STATION IS A STANDARD COE DISK THAT IS STAMPED---206---, IN GOOD
 RJ1331'CONDITION UNDER A SMALL WOODEN TRIPOD.
 RJ1331'
 RJ1331'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DF5364 ***********************************************************************
 DF5364  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF5364  DESIGNATION -  HEARST CORS ARP
 DF5364  CORS_ID     -  HRST
 DF5364  PID         -  DF5364
 DF5364  STATE/COUNTY-  ON/COCHRANE
 DF5364  COUNTRY     -  CANADA
 DF5364  NTS MAPSHEET-  HEARST (2020)
 DF5364
 DF5364                         *CURRENT SURVEY CONTROL
 DF5364  ______________________________________________________________________
 DF5364* NAD 83(2011) POSITION- 49 40 02.76888(N) 083 30 39.73555(W)   ADJUSTED
 DF5364* NAD 83(2011) ELLIP HT-   229.404 (meters)        (06/??/19)   ADJUSTED
 DF5364* NAD 83(2011) EPOCH   -  2010.00
 DF5364  ______________________________________________________________________
 DF5364  GEOID HEIGHT    -        -38.928 (meters)                     EGM08
 DF5364  NAD 83(2011) X  -    467,448.384 (meters)                     COMP
 DF5364  NAD 83(2011) Y  - -4,109,780.716 (meters)                     COMP
 DF5364  NAD 83(2011) Z  -  4,839,105.266 (meters)                     COMP
 DF5364
 DF5364  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF5364  Standards:
 DF5364         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF5364            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF5364  -------------------------------------------------------------------
 DF5364  NETWORK    0.61   0.71           0.13   0.30   0.36     -0.42132700
 DF5364  -------------------------------------------------------------------
 DF5364
 DF5364.The positional and height information provided upon this datasheet are not
 DF5364.officially recognized by the Government of Canada, provincial governments
 DF5364.within Canada, nor are they intended to replace or substitute for them.
 DF5364.The intent of sharing this data is to allow access to positions or heights
 DF5364.recognized by the United States Government. Passive control that is used by
 DF5364.both nations may share the same or similar designations or descriptions but
 DF5364.do not share official positions or heights. The 'Station Description' may
 DF5364.originate from a Canadian 'Station Report' and if so contains information
 DF5364.licensed under the 'Open Government License - Canada'.
 DF5364
 DF5364.The coordinates were established by GPS observations
 DF5364.and adjusted by the National Geodetic Survey in June 2019.
 DF5364
 DF5364.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF5364.been affixed to the stable North American Tectonic Plate. 
 DF5364
 DF5364.The coordinates are valid at the epoch date displayed above
 DF5364.which is a decimal equivalence of Year/Month/Day.
 DF5364
 DF5364.Due to the release of the International GNSS Service (IGS) 2014
 DF5364.realization of the International Terrestrial Reference Frame of 2014
 DF5364.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DF5364.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DF5364.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DF5364.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DF5364.currently published epoch of 2010.00.
 DF5364
 DF5364.Additional information on MYCS2 is available at
 DF5364.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DF5364
 DF5364.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5364
 DF5364.The PID for the CORS L1 Phase Center is DL6178.
 DF5364
 DF5364.Click photographs - Photos may exist for this station.
 DF5364
 DF5364.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF5364
 DF5364.The ellipsoidal height was determined by GPS observations
 DF5364.and is referenced to NAD 83.
 DF5364
 DF5364. The following values were computed from the NAD 83(2011) position.
 DF5364
 DF5364;                    North         East     Units Scale Factor Converg.
 DF5364;UTM  17      - 5,504,683.258   318,812.319   MT  1.00000325   -1 54 52.9
 DF5364
 DF5364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5364!UTM  17      -   0.99996405  x   1.00000325  =   0.99996730
 DF5364
 DF5364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17ULR1881204683(NAD 83)
 DF5364
 DF5364                          SUPERSEDED SURVEY CONTROL
 DF5364
 DF5364  NAD 83(2011)-  49 40 02.76890(N)    083 30 39.73541(W) AD(2010.00) c
 DF5364  ELLIP H (08/??/11)  229.398  (m)                       GP(2010.00) c c
 DF5364  NAD 83(CORS)-  49 40 02.76925(N)    083 30 39.73613(W) AD(2002.00) c
 DF5364  ELLIP H (05/??/03)  229.350  (m)                       GP(2002.00) c c
 DF5364
 DF5364.Superseded values are not recommended for survey control.
 DF5364
 DF5364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5364.See file dsdata.pdf to determine how the superseded data were derived.
 DF5364
 DF5364_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF5364
 DF5364                          STATION DESCRIPTION
 DF5364
 DF5364'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DF5364'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DF5364'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DF5364'ACCESSIBLE AT THE WORLDWIDE WEB.
 DF5364'https://geodesy.noaa.gov/CORS/data.shtml
 DF5364'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DF5366 ***********************************************************************
 DF5366  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF5366  DESIGNATION -  HEARST CORS MONUMENT
 DF5366  CORS_ID     -  HRST
 DF5366  PID         -  DF5366
 DF5366  STATE/COUNTY-  ON/COCHRANE
 DF5366  COUNTRY     -  CANADA
 DF5366  NTS MAPSHEET-  HEARST (2020)
 DF5366
 DF5366                         *CURRENT SURVEY CONTROL
 DF5366  ______________________________________________________________________
 DF5366* NAD 83(2011) POSITION- 49 40 02.76888(N) 083 30 39.73555(W)   ADJUSTED
 DF5366* NAD 83(2011) ELLIP HT-   229.304 (meters)        (06/??/19)   ADJUSTED
 DF5366* NAD 83(2011) EPOCH   -  2010.00
 DF5366  ______________________________________________________________________
 DF5366  GEOID HEIGHT    -        -38.928 (meters)                     EGM08
 DF5366  NAD 83(2011) X  -    467,448.376 (meters)                     COMP
 DF5366  NAD 83(2011) Y  - -4,109,780.652 (meters)                     COMP
 DF5366  NAD 83(2011) Z  -  4,839,105.190 (meters)                     COMP
 DF5366
 DF5366  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF5366  Standards:
 DF5366         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF5366            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF5366  -------------------------------------------------------------------
 DF5366  NETWORK    0.61   0.71           0.13   0.30   0.36     -0.42132700
 DF5366  -------------------------------------------------------------------
 DF5366
 DF5366.The positional and height information provided upon this datasheet are not
 DF5366.officially recognized by the Government of Canada, provincial governments
 DF5366.within Canada, nor are they intended to replace or substitute for them.
 DF5366.The intent of sharing this data is to allow access to positions or heights
 DF5366.recognized by the United States Government. Passive control that is used by
 DF5366.both nations may share the same or similar designations or descriptions but
 DF5366.do not share official positions or heights. The 'Station Description' may
 DF5366.originate from a Canadian 'Station Report' and if so contains information
 DF5366.licensed under the 'Open Government License - Canada'.
 DF5366
 DF5366.The horizontal coordinates were established by GPS observations
 DF5366.and adjusted by the National Geodetic Survey in June 2019.
 DF5366
 DF5366.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF5366.been affixed to the stable North American Tectonic Plate. 
 DF5366
 DF5366.The horizontal coordinates are valid at the epoch date displayed above
 DF5366.which is a decimal equivalence of Year/Month/Day.
 DF5366
 DF5366.Due to the release of the International GNSS Service (IGS) 2014
 DF5366.realization of the International Terrestrial Reference Frame of 2014
 DF5366.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DF5366.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DF5366.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DF5366.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DF5366.currently published epoch of 2010.00.
 DF5366
 DF5366.Additional information on MYCS2 is available at
 DF5366.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DF5366
 DF5366.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5366
 DF5366.Click photographs - Photos may exist for this station.
 DF5366
 DF5366.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF5366
 DF5366.The ellipsoidal height was determined by GPS observations
 DF5366.and is referenced to NAD 83.
 DF5366
 DF5366. The following values were computed from the NAD 83(2011) position.
 DF5366
 DF5366;                    North         East     Units Scale Factor Converg.
 DF5366;UTM  17      - 5,504,683.258   318,812.319   MT  1.00000325   -1 54 52.9
 DF5366
 DF5366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5366!UTM  17      -   0.99996407  x   1.00000325  =   0.99996732
 DF5366
 DF5366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17ULR1881204683(NAD 83)
 DF5366
 DF5366                          SUPERSEDED SURVEY CONTROL
 DF5366
 DF5366  NAD 83(2011)-  49 40 02.76890(N)    083 30 39.73541(W) AD(2010.00) A
 DF5366  ELLIP H (08/??/11)  229.298  (m)                       GP(2010.00) 4 1
 DF5366  NAD 83(CORS)-  49 40 02.76925(N)    083 30 39.73613(W) AD(2002.00) A
 DF5366  ELLIP H (05/??/03)  229.250  (m)                       GP(2002.00) 4 1
 DF5366
 DF5366.Superseded values are not recommended for survey control.
 DF5366
 DF5366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5366.See file dsdata.pdf to determine how the superseded data were derived.
 DF5366
 DF5366_STAMPING: UNKNOWN
 DF5366
 DF5366                          STATION DESCRIPTION
 DF5366
 DF5366'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'HRST'
 DF5366'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DF5366'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF5366'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF5366'   https://geodesy.noaa.gov/corsdata/coord/coord_14
 DF5366'   https://geodesy.noaa.gov/corsdata/station_log
 DF5366'   https://geodesy.noaa.gov/CORS
 DF5366'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0545 ***********************************************************************
 TC0545  DESIGNATION -  HENRI RESET
 TC0545  PID         -  TC0545
 TC0545  STATE/COUNTY-  ON/RAINY RIVER
 TC0545  COUNTRY     -  CANADA
 TC0545  NTS MAPSHEET-  PINEWOOD (2020)
 TC0545
 TC0545                         *CURRENT SURVEY CONTROL
 TC0545  ______________________________________________________________________
 TC0545* NAD 83(1996) POSITION- 48 43 21.84766(N) 094 21 02.57388(W)   ADJUSTED
 TC0545* NAVD 88 ORTHO HEIGHT -   336.38  (+/-2cm)     1103.6   (feet) VERTCON
 TC0545  ______________________________________________________________________
 TC0545  GEOID HEIGHT    -        -29.294 (meters)                     EGM08
 TC0545  HORZ ORDER      -  FIRST
 TC0545  VERT ORDER      -  THIRD ? (See Below)
 TC0545
 TC0545.The positional and height information provided upon this datasheet are not
 TC0545.officially recognized by the Government of Canada, provincial governments
 TC0545.within Canada, nor are they intended to replace or substitute for them.
 TC0545.The intent of sharing this data is to allow access to positions or heights
 TC0545.recognized by the United States Government. Passive control that is used by
 TC0545.both nations may share the same or similar designations or descriptions but
 TC0545.do not share official positions or heights. The 'Station Description' may
 TC0545.originate from a Canadian 'Station Report' and if so contains information
 TC0545.licensed under the 'Open Government License - Canada'.
 TC0545
 TC0545.The horizontal coordinates were established by classical geodetic methods
 TC0545.and adjusted by the National Geodetic Survey in March 1999.
 TC0545
 TC0545.The NAVD 88 height was computed by applying the VERTCON shift value to
 TC0545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TC0545
 TC0545.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0545
 TC0545.The vertical order pertains to the NGVD 29 superseded value.
 TC0545
 TC0545.Click photographs - Photos may exist for this station.
 TC0545
 TC0545. The following values were computed from the NAD 83(1996) position.
 TC0545
 TC0545;                    North         East     Units Scale Factor Converg.
 TC0545;UTM  15      - 5,397,514.419   400,659.264   MT  0.99972124   -1 00 54.6
 TC0545
 TC0545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0545!UTM  15      -   0.99995188  x   0.99972124  =   0.99967313
 TC0545
 TC0545:                Primary Azimuth Mark                     Grid Az
 TC0545:UTM  15      -  HENRI AZ MK                              042 06 52.7
 TC0545
 TC0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP0065997514(NAD 83)
 TC0545
 TC0545|---------------------------------------------------------------------|
 TC0545| PID    Reference Object                     Distance      Geod. Az  |
 TC0545|                                                           dddmmss.s |
 TC0545| TC0549 HENRI AZ MK                         483.096 METERS 0410558.1 |
 TC0545| CO6964 HENRI RM                             11.318 METERS 11336     |
 TC0545| TC0548 HENRI RM 2                           30.680 METERS 35930     |
 TC0545|---------------------------------------------------------------------|
 TC0545
 TC0545                          SUPERSEDED SURVEY CONTROL
 TC0545
 TC0545  NAD 83(1986)-  48 43 21.83160(N)    094 21 02.57191(W) AD(       ) 1
 TC0545  NAD 27      -  48 43 21.85058(N)    094 21 01.80708(W) AD(       ) 1
 TC0545  USSD        -  48 43 22.59500(N)    094 21 01.55300(W) AD(       ) 3
 TC0545  NGVD 29             336.01   (m)         1102.4    (f) LEVELING    3  
 TC0545
 TC0545.Superseded values are not recommended for survey control.
 TC0545
 TC0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0545.See file dsdata.pdf to determine how the superseded data were derived.
 TC0545
 TC0545_MARKER: DS = TRIANGULATION STATION DISK
 TC0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC0545
 TC0545  HISTORY     - Date     Condition        Report By
 TC0545  HISTORY     - 1923     MONUMENTED       CGS
 TC0545  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TC0545  HISTORY     - 1969     GOOD             IBC
 TC0545  HISTORY     - 1975     GOOD             NGS
 TC0545
 TC0545                          STATION DESCRIPTION
 TC0545
 TC0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (CMD)
 TC0545'ABOUT 2-1/2 MILES WEST OF PINEWOOD, AT CURVE OF CANADIAN NATIONAL
 TC0545'RAILWAY, 552 METERS (1,811 FEET) WEST OF MILEPOST 133, ON EXTENSION
 TC0545'OF SOUTH RAIL FROM WEST, AND 3.212 METERS (10.54 FEET) SOUTH OF
 TC0545'EXTENSION OF NORTH RAIL FROM EAST.  SURFACE AND UNDERGROUND MARKS
 TC0545'ARE STANDARD STATION DISKS IN CONCRETE.
 TC0545'REFERENCE MARK IS STANDARD REFERENCE DISK IN CONCRETE,
 TC0545'11.385 METERS (37.35 FEET) FROM STATION.
 TC0545
 TC0545                          STATION RECOVERY (1967)
 TC0545
 TC0545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LMC)
 TC0545'STATION WAS RECOVERED AND THE REFERENCE MARK WAS RECOVERED AND
 TC0545'FOUND IN GOOD CONDITION.  THE SURFACE STATION MARK WAS FOUND
 TC0545'BROKEN OFF ABOUT 8 INCHES BELOW THE GROUND SURFACE.  A NEW SURFACE
 TC0545'MARK WAS ESTABLISHED DIRECTLY OVER THE UNDERGROUND MARK.  AN
 TC0545'AZIMUTH MARK AND REFERENCE MARK 2 WERE ESTABLISHED AT THIS TIME.
 TC0545'THE DISTANCE TO THE REFERENCE MARK DID NOT CHECK.  DUE TO
 TC0545'VARIOUS CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS--
 TC0545'
 TC0545'STATION IS LOCATED ABOUT 11 MILES EAST OF BAUDETTE, MINNESOTA,
 TC0545'2-1/2 MILES WEST OF PINEWOOD, 1/2 MILE NORTH OF KINGS HIGHWAY 11
 TC0545'AND ON PROPERTY OF MR. DAN CARROL.
 TC0545'
 TC0545'TO REACH FROM THE DEPOT IN RAINY RIVER, GO EAST ON KINGS HIGHWAY 11
 TC0545'FOR 10.75 MILES TO LAUZON ROAD ON THE LEFT.  TURN LEFT AND GO
 TC0545'NORTH ON LAUZON ROAD FOR 0.55 MILE TO CROSSROAD JUST AFTER CROSSING
 TC0545'RAILROAD TRACK, TURN LEFT AND GO WESTERLY FOLLOWING ROAD FOR 0.3
 TC0545'MILE, THENCE NORTH FOLLOWING ROAD FOR 0.1 MILE TO MR CARROLS
 TC0545'HOUSE ON LEFT AND BARN YARD TO THE NORTH OF HOUSE, PASS THROUGH
 TC0545'GATE INTO BARN YARD, TURN LEFT AND GO WEST 200 FEET TO THE
 TC0545'SOUTHWEST CORNER OF BARN YARD AND OPENING IN FENCE.  (TO REACH
 TC0545'THE AZIMUTH MARK FROM HERE, TURN RIGHT AND GO NORTH ACROSS
 TC0545'PASTURE FOR 0.2 MILE TO THE NORTHEAST CORNER OF PASTURE AND
 TC0545'MARK AS DESCRIBED.) GO WEST-SOUTHWEST ACROSS PASTURE FOR 0.15
 TC0545'MILE TO THE SOUTHWEST CORNER OF PASTURE AND STATION AS
 TC0545'DESCRIBED.
 TC0545'
 TC0545'ALL MARKS ARE STANDARD DISKS SET IN CONCRETE POSTS.
 TC0545'
 TC0545'STATION MARK, STAMPED HENRI 1923 1967, IS SET FLUSH.  IT IS 185
 TC0545'FEET NORTHWEST OF A WHISTLE POST, 59 FEET NORTH OF THE NORTH RAIL
 TC0545'OF RAILROAD TRACK, 12 FEET NORTHEAST OF THE FENCE CORNER, 5.5
 TC0545'FEET NORTH OF A EAST-WEST FENCE AND 5.1 FEET EAST-NORTHEAST
 TC0545'OF THE WITNESS POST.
 TC0545'
 TC0545'REFERENCE MARK, STAMPED HENRI 1923, IS SET 2 INCHES BELOW THE
 TC0545'SURFACE.  IT IS 49 FEET NORTH OF THE NORTH RAIL OF RAILROAD TRACKS,
 TC0545'41.3 FEET EAST OF THE WITNESS POST, 40 FEET EAST OF THE FENCE
 TC0545'CORNER AND 1 FOOT NORTH OF A EAST-WEST FENCE.
 TC0545'
 TC0545'REFERENCE MARK 2, STAMPED HENRI 1923 NO 2 1967, PROJECTS 3 INCHES.
 TC0545'IT IS 2 FEET SOUTH OF WITNESS POST AND 1 FOOT EAST OF NORTH-SOUTH
 TC0545'FENCE.
 TC0545'
 TC0545'AZIMUTH MARK, STAMPED HENRI 1923 1967, PROJECTS 3 INCHES.  IT IS
 TC0545'115.5 FEET WEST OF THE NORTHEAST FENCE CORNER OF PASTURE, 2 FEET
 TC0545'SOUTH OF THE FENCE AND 2 FEET SOUTHWEST OF THE WITNESS POST.
 TC0545'
 TC0545'NOTICE--A 4-WHEEL DRIVE IS NEEDED IN WET WEATHER TO GET THROUGH
 TC0545'THE BARN YARD.
 TC0545'
 TC0545'HEIGHT OF LIGHT ABOVE STATION MARK 113 FEET.
 TC0545'
 TC0545'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 TC0545'WEST OF RAINY RIVER
 TC0545
 TC0545                          STATION RECOVERY (1969)
 TC0545
 TC0545'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1969 (CWB)
 TC0545'THIS STATION WAS PART OF A FIRST ORDER TRAVERSE RAN BY C.M. DURGIN
 TC0545'OF USC AND GS IN 1923 AND ALSO PART OF A SECOND ORDER TRIANGULATION
 TC0545'SURVEY BY L.M. CHASE IN 1967.
 TC0545'
 TC0545'STATION MARK, AZIMUTH MARK, AND BOTH REFERENCE MARKS WERE RECOVERED
 TC0545'AND FOUND IN GOOD CONDITION.  THE 1967 DESCRIPTION BY R.P.K. UNDER
 TC0545'CHIEF OF PARTY L.M. CHASE (USC AND GS) WAS FOUND TO BE GOOD,
 TC0545'EXCEPT THAT THE AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TC0545'SHOULD READ 2-1/2 MILES WEST OF PINEWOOD, ONT. INSTEAD OF 2-1/2
 TC0545'MILES WEST OF RAINY RIVER.
 TC0545'
 TC0545'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES WEST
 TC0545'OF PINEWOOD, ONTARIO, CANADA.
 TC0545
 TC0545                          STATION RECOVERY (1975)
 TC0545
 TC0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JDS)
 TC0545'THE STATION MARK, REFERENCE MARK NUMBER 2 AND THE AZIMUTH MARK WERE
 TC0545'RECOVERED IN GOOD CONDITION AS DESCRIBED BY L.M. CHASE IN 1967.
 TC0545'
 TC0545'REFERENCE MARK NUMBER 1 APPEARS TO BE SLIGHTLY TILTED WITH THE
 TC0545'NORTH SIDE OF THE MARK A LITTLE HIGHER THAN THE SOUTH SIDE.
 TC0545'A DIFFERENCE OF 3 MINUTES AND 44 SECONDS WAS FOUND IN THE DIRECTION
 TC0545'TO REFERENCE MARK NUMBER 1 AND DIFFERENCES OF 0.03 FOOT AND 0.011
 TC0545'METER IN THE DISTANCE TO THE MARK.  THE STATION MARK WAS USED
 TC0545'AS THE ANTENNA SITE FOR THE GEODETIC SURVEY OF CANADA SOPPLER
 TC0545'STATION.  REFERENCE MARK NUMBER 2 WAS USED AS THE ANTENNA SITE
 TC0545'FOR GEOCEIVER STATION 51102.
 TC0545'
 TC0545'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES WEST OF
 TC0545'PINEWOOD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0548 ***********************************************************************
 TC0548  DESIGNATION -  HENRI RM 2
 TC0548  PID         -  TC0548
 TC0548  STATE/COUNTY-  ON/RAINY RIVER
 TC0548  COUNTRY     -  CANADA
 TC0548  NTS MAPSHEET-  PINEWOOD (2020)
 TC0548
 TC0548                         *CURRENT SURVEY CONTROL
 TC0548  ______________________________________________________________________
 TC0548* NAD 83(1996) POSITION- 48 43 22.84082(N) 094 21 02.58699(W)   NO CHECK
 TC0548* NAVD 88 ORTHO HEIGHT -   336.59  (+/-2cm)     1104.3   (feet) VERTCON
 TC0548  ______________________________________________________________________
 TC0548  GEOID HEIGHT    -        -29.294 (meters)                     EGM08
 TC0548  HORZ ORDER      -  THIRD
 TC0548  VERT ORDER      -  THIRD ? (See Below)
 TC0548
 TC0548.The positional and height information provided upon this datasheet are not
 TC0548.officially recognized by the Government of Canada, provincial governments
 TC0548.within Canada, nor are they intended to replace or substitute for them.
 TC0548.The intent of sharing this data is to allow access to positions or heights
 TC0548.recognized by the United States Government. Passive control that is used by
 TC0548.both nations may share the same or similar designations or descriptions but
 TC0548.do not share official positions or heights. The 'Station Description' may
 TC0548.originate from a Canadian 'Station Report' and if so contains information
 TC0548.licensed under the 'Open Government License - Canada'.
 TC0548
 TC0548.The horizontal coordinates were established by classical geodetic methods
 TC0548.and adjusted by the National Geodetic Survey in March 1999.
 TC0548
 TC0548.No horizontal observational check was made to the station.
 TC0548
 TC0548.The NAVD 88 height was computed by applying the VERTCON shift value to
 TC0548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TC0548
 TC0548.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0548
 TC0548.The vertical order pertains to the NGVD 29 superseded value.
 TC0548
 TC0548.Click photographs - Photos may exist for this station.
 TC0548
 TC0548. The following values were computed from the NAD 83(1996) position.
 TC0548
 TC0548;                    North         East     Units Scale Factor Converg.
 TC0548;UTM  15      - 5,397,545.089   400,659.540   MT  0.99972124   -1 00 54.7
 TC0548
 TC0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0548!UTM  15      -   0.99995184  x   0.99972124  =   0.99967310
 TC0548
 TC0548:                Primary Azimuth Mark                     Grid Az
 TC0548:UTM  15      -  HENRI AZ MK                              044 38 57.4
 TC0548
 TC0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP0065997545(NAD 83)
 TC0548
 TC0548|---------------------------------------------------------------------|
 TC0548| PID    Reference Object                     Distance      Geod. Az  |
 TC0548|                                                           dddmmss.s |
 TC0548| TC0549 HENRI AZ MK                         460.604 METERS 0433802.7 |
 TC0548| CO6964 HENRI RM                             36.799 METERS 16311     |
 TC0548| TC0545 HENRI RESET                          30.680 METERS 17930     |
 TC0548|---------------------------------------------------------------------|
 TC0548
 TC0548                          SUPERSEDED SURVEY CONTROL
 TC0548
 TC0548  NAD 83(1986)-  48 43 22.82476(N)    094 21 02.58501(W) AD(       ) 3
 TC0548  NGVD 29             336.22   (m)         1103.1    (f) LEVELING    3  
 TC0548
 TC0548.Superseded values are not recommended for survey control.
 TC0548
 TC0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0548.See file dsdata.pdf to determine how the superseded data were derived.
 TC0548
 TC0548_MARKER: DS = TRIANGULATION STATION DISK
 TC0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0548+STABILITY: SURFACE MOTION
 TC0548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TC0548+SATELLITE: SATELLITE OBSERVATIONS - 1986
 TC0548
 TC0548  HISTORY     - Date     Condition        Report By
 TC0548  HISTORY     - 1975     MONUMENTED       NGS
 TC0548  HISTORY     - 1986     GOOD
 TC0548
 TC0548                          STATION DESCRIPTION
 TC0548
 TC0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TC0548'TO REACH STATION HENRI FROM THE DEPOT IN RAINY RIVER, GO EAST ON KINGS
 TC0548'HWY 11 FOR 10.75 MILES TO LAUZON ROAD ON THE LEFT.  TURN LEFT AND GO
 TC0548'NORTH ON LAUZON ROAD FOR 0.55 MILE TO CROSSROAD JUST AFTER CROSSING
 TC0548'RAILROAD TRACK, TURN LEFT AND GO WESTERLY FOLLOWING ROAD FOR 0.3
 TC0548'MILE, THENCE NORTH FOLLOWING ROAD FOR 0.1 MILE TO MR CARROLS
 TC0548'HOUSE ON LEFT AND BARN YARD TO THE NORTH OF HOUSE, PASS THROUGH
 TC0548'GATE INTO BARN YARD, TURN LEFT AND GO WEST 200 FEET TO THE
 TC0548'SOUTHWEST CORNER OF BARN YARD AND OPENING IN FENCE.
 TC0548'GO WEST-SOUTHWEST ACROSS PASTURE FOR 0.15
 TC0548'MILE TO THE SOUTHWEST CORNER OF PASTURE AND STATION AS
 TC0548'DESCRIBED.
 TC0548'
 TC0548'THE MARK IS STAMPED HENRI 1923 NO 2 1967, PROJECTS 3 INCHES.
 TC0548'IT IS 2 FEET SOUTH OF WITNESS POST AND 1 FOOT EAST OF NORTH-SOUTH
 TC0548'FENCE.
 TC0548
 TC0548                          STATION RECOVERY (1986)
 TC0548
 TC0548'RECOVERED 1986
 TC0548'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1332 ***********************************************************************
 RJ1332  DESIGNATION -  HERON PAP+100
 RJ1332  PID         -  RJ1332
 RJ1332  STATE/COUNTY-  ON/ALGOMA
 RJ1332  COUNTRY     -  CANADA
 RJ1332  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ1332
 RJ1332                         *CURRENT SURVEY CONTROL
 RJ1332  ______________________________________________________________________
 RJ1332* NAD 83(1986) POSITION- 46 30 02.31961(N) 084 26 28.80344(W)   ADJUSTED
 RJ1332* NAVD 88 ORTHO HEIGHT -   182.9   (meters)      600.    (feet) VERTCON
 RJ1332  ______________________________________________________________________
 RJ1332  GEOID HEIGHT    -        -36.987 (meters)                     EGM08
 RJ1332  HORZ ORDER      -  SECOND
 RJ1332
 RJ1332.The positional and height information provided upon this datasheet are not
 RJ1332.officially recognized by the Government of Canada, provincial governments
 RJ1332.within Canada, nor are they intended to replace or substitute for them.
 RJ1332.The intent of sharing this data is to allow access to positions or heights
 RJ1332.recognized by the United States Government. Passive control that is used by
 RJ1332.both nations may share the same or similar designations or descriptions but
 RJ1332.do not share official positions or heights. The 'Station Description' may
 RJ1332.originate from a Canadian 'Station Report' and if so contains information
 RJ1332.licensed under the 'Open Government License - Canada'.
 RJ1332
 RJ1332.The horizontal coordinates were established by classical geodetic methods
 RJ1332.and adjusted by the National Geodetic Survey in May 1990.
 RJ1332
 RJ1332.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1332
 RJ1332.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1332
 RJ1332.Click photographs - Photos may exist for this station.
 RJ1332
 RJ1332. The following values were computed from the NAD 83(1986) position.
 RJ1332
 RJ1332;                    North         East     Units Scale Factor Converg.
 RJ1332;UTM  16      - 5,152,855.829   696,325.594   MT  1.00007380   +1 51 23.8
 RJ1332
 RJ1332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1332!UTM  16      -   0.99997713  x   1.00007380  =   1.00005092
 RJ1332
 RJ1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9632552855(NAD 83)
 RJ1332
 RJ1332                          SUPERSEDED SURVEY CONTROL
 RJ1332
 RJ1332  NGVD 29 (05/22/90)  182.9    (m)          600.     (f) VERT ANG       
 RJ1332
 RJ1332.Superseded values are not recommended for survey control.
 RJ1332
 RJ1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1332.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1332
 RJ1332_MARKER: DS = TRIANGULATION STATION DISK
 RJ1332_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1332+WITH SETTING: INFORMATION.
 RJ1332_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1332
 RJ1332  HISTORY     - Date     Condition        Report By
 RJ1332  HISTORY     - 1988     MONUMENTED       USACE
 RJ1332
 RJ1332                          STATION DESCRIPTION
 RJ1332
 RJ1332'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1332'THE STATION IS LOCATED ABOUT 7.4 KM (4.6 MI) WEST-NORTHWEST OF SAULT
 RJ1332'STE MARIE, 14.6 KM (9.1 MI) NORTHEAST OF BRIMLEY EAST OF BIG CARP
 RJ1332'RIVER IN SEC 8, TOWNSHIP
 RJ1332'OF AWENGE, ALGOMA DISTRICT.
 RJ1332'OWNERSHIP---CITY OF SAULT STE MARIE, CANADA
 RJ1332'
 RJ1332'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1332'WEST FOR 1.0 KM (0.65 MI) ON RIDGE STREET TO MERIDIAN STREET,
 RJ1332'TURN LEFT AND GO SOUTH
 RJ1332'FOR 0.3 KM (0.20 MI) ON MERIDIAN STREET TO INTERSECTION OF MERIDIAN
 RJ1332'STREET AND SOUTH STREET, TURN RIGHT AND GO WEST FOR 1.0 KM
 RJ1332'(0.6 MI) ON A GRAVEL ROAD TO ASHMUN BAY BOAT LAUNCH. TRAVEL BY BOAT
 RJ1332'UPRIVER
 RJ1332'FOR 10 MINUTES PAST LEIGH BAY TO WHERE STATION IS LOCATED.
 RJ1332'
 RJ1332'THE STATION IS A STANDARD COE DISK,
 RJ1332'THAT IS STAMPED---PAP + 040 1988---, SET INTO A PVC SLEEVE AND
 RJ1332'ATTACHED TO AN ALUMINUM ROD DRIVEN INTO THE GROUND, LOCATED 15.2
 RJ1332'METERS (50 FT) FROM THE WATER.
 RJ1332'
 RJ1332'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 OG0979 ***********************************************************************
 OG0979  DESIGNATION -  HIGH
 OG0979  PID         -  OG0979
 OG0979  STATE/COUNTY-  ON/NIAGARA
 OG0979  COUNTRY     -  CANADA
 OG0979  NTS MAPSHEET-  NIAGARA (2020)
 OG0979
 OG0979                         *CURRENT SURVEY CONTROL
 OG0979  ______________________________________________________________________
 OG0979* NAD 83(1996) POSITION- 43 04 11.01841(N) 079 03 42.61801(W)   ADJUSTED
 OG0979* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) VERTCON
 OG0979  ______________________________________________________________________
 OG0979  GEOID HEIGHT    -        -36.292 (meters)                     EGM08
 OG0979  HORZ ORDER      -  THIRD
 OG0979
 OG0979.The positional and height information provided upon this datasheet are not
 OG0979.officially recognized by the Government of Canada, provincial governments
 OG0979.within Canada, nor are they intended to replace or substitute for them.
 OG0979.The intent of sharing this data is to allow access to positions or heights
 OG0979.recognized by the United States Government. Passive control that is used by
 OG0979.both nations may share the same or similar designations or descriptions but
 OG0979.do not share official positions or heights. The 'Station Description' may
 OG0979.originate from a Canadian 'Station Report' and if so contains information
 OG0979.licensed under the 'Open Government License - Canada'.
 OG0979
 OG0979.The horizontal coordinates were established by classical geodetic methods
 OG0979.and adjusted by the National Geodetic Survey in January 1999.
 OG0979
 OG0979.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0979
 OG0979.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0979
 OG0979.Click photographs - Photos may exist for this station.
 OG0979
 OG0979. The following values were computed from the NAD 83(1996) position.
 OG0979
 OG0979;                    North         East     Units Scale Factor Converg.
 OG0979;UTM  17      - 4,770,380.914   657,799.689   MT  0.99990633   +1 19 25.8
 OG0979
 OG0979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0979!UTM  17      -   0.99997812  x   0.99990633  =   0.99988445
 OG0979
 OG0979:                Primary Azimuth Mark                     Grid Az
 OG0979:UTM  17      -  GRASS                                    052 23 50.9
 OG0979
 OG0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5779970380(NAD 83)
 OG0979
 OG0979|---------------------------------------------------------------------|
 OG0979| PID    Reference Object                     Distance      Geod. Az  |
 OG0979|                                                           dddmmss.s |
 OG0979| OG0977 NF NIAGARA HOTEL POLE IBC           APPROX. 1.7 KM 0013123.3 |
 OG0979| OG0952 GRASS                               APPROX. 1.6 KM 0534316.7 |
 OG0979| OG0978 BANK USLS                            16.648 METERS 10651     |
 OG0979| CZ9517 HIGH RM 1                            54.117 METERS 22434     |
 OG0979| CZ9518 HIGH RM 2                            19.400 METERS 26948     |
 OG0979| OG1021 NF MT CARMEL COLLEGE CROSS IBC      APPROX. 1.8 KM 2853212.5 |
 OG0979| OG1080 NF LORETTA ACADEMY CROSS IBC        APPROX. 1.8 KM 2921158.6 |
 OG0979| OG1020 NF NIAGARA WIRES TANK IBC           APPROX. 2.4 KM 3164643.7 |
 OG0979| OG0987 NF CATARACT HOUSE POLE IBC          APPROX. 1.7 KM 3544330.1 |
 OG0979| OG0907 NIAGARA FALLS UNIT OFF BLDG FP      APPROX. 1.7 KM 3595557.6 |
 OG0979|---------------------------------------------------------------------|
 OG0979
 OG0979                          SUPERSEDED SURVEY CONTROL
 OG0979
 OG0979  NAD 83(1986)-  43 04 11.02439(N)    079 03 42.61592(W) AD(       ) 3
 OG0979  NAD 27      -  43 04 10.82131(N)    079 03 43.45319(W) AD(       ) 3
 OG0979  NGVD 29 (07/19/86)  176.     (m)          577.     (f) VERT ANG       
 OG0979
 OG0979.Superseded values are not recommended for survey control.
 OG0979
 OG0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0979.See file dsdata.pdf to determine how the superseded data were derived.
 OG0979
 OG0979_MARKER: DD = SURVEY DISK
 OG0979_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OG0979
 OG0979  HISTORY     - Date     Condition        Report By
 OG0979  HISTORY     - 1912     MONUMENTED       IWC
 OG0979  HISTORY     - 1941     GOOD             IBC
 OG0979  HISTORY     - 1956     SEE DESCRIPTION  IBC
 OG0979  HISTORY     - 1971     MARK NOT FOUND   IBC
 OG0979
 OG0979                          STATION DESCRIPTION
 OG0979
 OG0979'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1912 (JLS)
 OG0979'ON THE CANADIAN SIDE OF THE NIAGARA RIVER, ON THE HIGH BANK OF THE
 OG0979'RIVER JUST ABOVE THE UPPER RAPIDS.  THE STATION IS ABOUT MIDWAY
 OG0979'BETWEEN THE CURVE OF THE ROAD AT THE CREST OF THE HILL ABOVE THE
 OG0979'SOUTH END OF QUEEN VICTORIA PARK AND THE CULVERT NEAR THE ROAD BEND
 OG0979'SOUTHEAST OF THE STATION.  IT IS ABOUT 5 FEET FROM THE EDGE OF THE
 OG0979'RIVER BANK, ABOUT 90 FEET FROM THE ROAD, AND 88.00 FEET SLOPE DISTANCE
 OG0979'FROM THE NEAREST CORNER OF THE HYDROELECTRIC POWER COMPANY CABLE
 OG0979'HOUSE (A 4 BY 4 BY 7 FOOT CONCRETE BUILDING).
 OG0979'
 OG0979'STATION MARK, AN IBC STANDARD BRONZE - DISK STATION MARK SET FLUSH
 OG0979'WITH THE SURFACE OF THE GROUND IN THE TOP OF A CYLINDER OF CONCRETE
 OG0979'8 INCHES IN DIAMETER AND 2 FEET IN DEPTH.  THE SUBSURFACE MARK IS A
 OG0979'BRASS SCREW SET 2 FEET UNDERGROUND IN THE TOP OF A CYLINDER OF
 OG0979'CONCRETE 8 INCHES IN DIAMETER.  THERE ARE TWO REFERENCES.  NO 1 IS
 OG0979'A CROSS CUT ON THE END OF A RAILROAD RAIL SET UPRIGHT AT A POINT
 OG0979'ABOUT 30 FEET FROM THE ROAD AND 2 FEET FROM THE FENCE WHICH RUNS
 OG0979'ALONG THE ROAD.  THE REFERENCE IS ON THE OPPOSITE SIDE OF THE ROAD
 OG0979'FROM THE STATION.  NO 2 IS A DRILL HOLE IN THE TOP OF A BURIED ROCK
 OG0979'ABOUT 8 BY 8 BY 14 INCHES, WITH ITS TOP FLUSH WITH THE SURFACE OF
 OG0979'THE GROUND.
 OG0979
 OG0979                          STATION RECOVERY (1941)
 OG0979
 OG0979'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 OG0979'STATION RECOVERED IN GOOD CONDITION.
 OG0979
 OG0979                          STATION RECOVERY (1956)
 OG0979
 OG0979'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956 (NWS)
 OG0979'STATION NOT RECOVERED BUT PROBABLY RECOVERABLE.
 OG0979
 OG0979                          STATION RECOVERY (1971)
 OG0979
 OG0979'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 OG0979'STATION SEARCHED FOR BUT NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0542 ***********************************************************************
 TC0542  DESIGNATION -  HILL
 TC0542  PID         -  TC0542
 TC0542  STATE/COUNTY-  ON/RAINY RIVER
 TC0542  COUNTRY     -  CANADA
 TC0542  NTS MAPSHEET-  PINEWOOD (2020)
 TC0542
 TC0542                         *CURRENT SURVEY CONTROL
 TC0542  ______________________________________________________________________
 TC0542* NAD 83(1996) POSITION- 48 43 24.69880(N) 094 03 30.34179(W)   ADJUSTED
 TC0542* NAVD 88 ORTHO HEIGHT -   373.    (meters)     1224.    (feet) SCALED
 TC0542  ______________________________________________________________________
 TC0542  GEOID HEIGHT    -        -29.744 (meters)                     EGM08
 TC0542  HORZ ORDER      -  FIRST
 TC0542
 TC0542.The positional and height information provided upon this datasheet are not
 TC0542.officially recognized by the Government of Canada, provincial governments
 TC0542.within Canada, nor are they intended to replace or substitute for them.
 TC0542.The intent of sharing this data is to allow access to positions or heights
 TC0542.recognized by the United States Government. Passive control that is used by
 TC0542.both nations may share the same or similar designations or descriptions but
 TC0542.do not share official positions or heights. The 'Station Description' may
 TC0542.originate from a Canadian 'Station Report' and if so contains information
 TC0542.licensed under the 'Open Government License - Canada'.
 TC0542
 TC0542.The horizontal coordinates were established by classical geodetic methods
 TC0542.and adjusted by the National Geodetic Survey in March 1999.
 TC0542
 TC0542.The orthometric height was scaled from a topographic map.
 TC0542
 TC0542.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0542
 TC0542.Click photographs - Photos may exist for this station.
 TC0542
 TC0542. The following values were computed from the NAD 83(1996) position.
 TC0542
 TC0542;                    North         East     Units Scale Factor Converg.
 TC0542;UTM  15      - 5,397,262.762   422,156.874   MT  0.99967444   -0 47 43.7
 TC0542
 TC0542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0542!UTM  15      -   0.99994615  x   0.99967444  =   0.99962061
 TC0542
 TC0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP2215697262(NAD 83)
 TC0542
 TC0542                          SUPERSEDED SURVEY CONTROL
 TC0542
 TC0542  NAD 83(1986)-  48 43 24.68188(N)    094 03 30.33832(W) AD(       ) 1
 TC0542
 TC0542.Superseded values are not recommended for survey control.
 TC0542
 TC0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0542.See file dsdata.pdf to determine how the superseded data were derived.
 TC0542
 TC0542_MARKER: DD = SURVEY DISK
 TC0542_SETTING: 80 = SET IN A BOULDER
 TC0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0542+STABILITY: SURFACE MOTION
 TC0542
 TC0542  HISTORY     - Date     Condition        Report By
 TC0542  HISTORY     - 1913     MONUMENTED       IBC
 TC0542
 TC0542                          STATION DESCRIPTION
 TC0542
 TC0542'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (CHS)
 TC0542'ON THE NORTH SIDE OF RAINY RIVER, NEAR THE SOUTHWEST CORNER OF THE
 TC0542'SOUTHEAST QUARTER OF SECTION 33, SHENSTON TOWNSHIP.  THE STATION IS ON
 TC0542'THE HIGHEST POINT OF A HIGH ROCK ON MRS HILLS PROPERTY.
 TC0542'
 TC0542'STATION MARK--A BRONZE DISK CEMENTED IN THE ROCK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 PJ0196 ***********************************************************************
 PJ0196  DESIGNATION -  HINCKLEY PT
 PJ0196  PID         -  PJ0196
 PJ0196  STATE/COUNTY-  ON/FRONTENAC
 PJ0196  COUNTRY     -  CANADA
 PJ0196  NTS MAPSHEET-  WOLFE ISLAND (2020)
 PJ0196
 PJ0196                         *CURRENT SURVEY CONTROL
 PJ0196  ______________________________________________________________________
 PJ0196* NAD 83(1996) POSITION- 44 08 31.60659(N) 076 21 32.91093(W)   ADJUSTED
 PJ0196* NAVD 88 ORTHO HEIGHT -    76.    (meters)      249.    (feet) SCALED
 PJ0196  ______________________________________________________________________
 PJ0196  GEOID HEIGHT    -        -34.909 (meters)                     EGM08
 PJ0196  HORZ ORDER      -  THIRD
 PJ0196
 PJ0196.The positional and height information provided upon this datasheet are not
 PJ0196.officially recognized by the Government of Canada, provincial governments
 PJ0196.within Canada, nor are they intended to replace or substitute for them.
 PJ0196.The intent of sharing this data is to allow access to positions or heights
 PJ0196.recognized by the United States Government. Passive control that is used by
 PJ0196.both nations may share the same or similar designations or descriptions but
 PJ0196.do not share official positions or heights. The 'Station Description' may
 PJ0196.originate from a Canadian 'Station Report' and if so contains information
 PJ0196.licensed under the 'Open Government License - Canada'.
 PJ0196
 PJ0196.The horizontal coordinates were established by classical geodetic methods
 PJ0196.and adjusted by the National Geodetic Survey in January 1999.
 PJ0196
 PJ0196.The orthometric height was scaled from a topographic map.
 PJ0196
 PJ0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 PJ0196
 PJ0196.Click photographs - Photos may exist for this station.
 PJ0196
 PJ0196. The following values were computed from the NAD 83(1996) position.
 PJ0196
 PJ0196;                    North         East     Units Scale Factor Converg.
 PJ0196;UTM  18      - 4,888,555.256   391,292.116   MT  0.99974534   -0 56 48.0
 PJ0196
 PJ0196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0196!UTM  18      -   0.99999351  x   0.99974534  =   0.99973886
 PJ0196
 PJ0196:                Primary Azimuth Mark                     Grid Az
 PJ0196:UTM  18      -  CARLETON ISLAND LEADING LIGHT            052 32 50.8
 PJ0196
 PJ0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP9129288555(NAD 83)
 PJ0196
 PJ0196|---------------------------------------------------------------------|
 PJ0196| PID    Reference Object                     Distance      Geod. Az  |
 PJ0196|                                                           dddmmss.s |
 PJ0196| PJ0188 CARLETON ISLAND LEADING LIGHT       APPROX. 4.9 KM 0513602.8 |
 PJ0196| PJ0194 CKWS TV MAST                        APPROX. 5.9 KM 2970635.8 |
 PJ0196|---------------------------------------------------------------------|
 PJ0196
 PJ0196                          SUPERSEDED SURVEY CONTROL
 PJ0196
 PJ0196  NAD 83(1986)-  44 08 31.60848(N)    076 21 32.90598(W) AD(       ) 3
 PJ0196
 PJ0196.Superseded values are not recommended for survey control.
 PJ0196
 PJ0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0196.See file dsdata.pdf to determine how the superseded data were derived.
 PJ0196
 PJ0196_MARKER: I = METAL ROD
 PJ0196_SETTING: 0 = UNSPECIFIED SETTING
 PJ0196_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PJ0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PJ0196
 PJ0196  HISTORY     - Date     Condition        Report By
 PJ0196  HISTORY     - 1985     MONUMENTED       NOS
 PJ0196
 PJ0196                          STATION DESCRIPTION
 PJ0196
 PJ0196'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (MWJ)
 PJ0196'THE STATION IS LOCATED IN CANADA ON THE SOUTH SHORE OF
 PJ0196'BUTTON BAY APPROXIMATELY 30 METERS SOUTHWEST OF THE MOST
 PJ0196'NORTHERLY POINT OF HINCKLEY POINT.
 PJ0196'
 PJ0196'THE STATION IS BEST REACHED BY BOAT FROM CAPE VINCENT, NEW
 PJ0196'YORK.  PERMISSION MUST BE OBTAINED THROUGH THE CANADIAN
 PJ0196'AUTHORITIES TO SURVEY IN THIS AREA.
 PJ0196'
 PJ0196'THE STATION IS THE NORTHWEST OF FOUR REBARS IN CONCRETE IN A
 PJ0196'CINDER BLOCK.
 PJ0196'
 PJ0196'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 PJ0196'
 PJ0196'DESCRIBED BY M JOHNSON.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 OG0953 ***********************************************************************
 OG0953  DESIGNATION -  HOG
 OG0953  PID         -  OG0953
 OG0953  STATE/COUNTY-  ON/NIAGARA
 OG0953  COUNTRY     -  CANADA
 OG0953  NTS MAPSHEET-  NIAGARA (2020)
 OG0953
 OG0953                         *CURRENT SURVEY CONTROL
 OG0953  ______________________________________________________________________
 OG0953* NAD 83(1996) POSITION- 43 03 50.33087(N) 079 02 47.05217(W)   ADJUSTED
 OG0953* NAVD 88 ORTHO HEIGHT -   175.    (meters)      574.    (feet) SCALED
 OG0953  ______________________________________________________________________
 OG0953  GEOID HEIGHT    -        -36.277 (meters)                     EGM08
 OG0953  HORZ ORDER      -  THIRD
 OG0953
 OG0953.The positional and height information provided upon this datasheet are not
 OG0953.officially recognized by the Government of Canada, provincial governments
 OG0953.within Canada, nor are they intended to replace or substitute for them.
 OG0953.The intent of sharing this data is to allow access to positions or heights
 OG0953.recognized by the United States Government. Passive control that is used by
 OG0953.both nations may share the same or similar designations or descriptions but
 OG0953.do not share official positions or heights. The 'Station Description' may
 OG0953.originate from a Canadian 'Station Report' and if so contains information
 OG0953.licensed under the 'Open Government License - Canada'.
 OG0953
 OG0953.The horizontal coordinates were established by classical geodetic methods
 OG0953.and adjusted by the National Geodetic Survey in January 1999.
 OG0953
 OG0953.The orthometric height was scaled from a topographic map.
 OG0953
 OG0953.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0953
 OG0953.Click photographs - Photos may exist for this station.
 OG0953
 OG0953. The following values were computed from the NAD 83(1996) position.
 OG0953
 OG0953;                    North         East     Units Scale Factor Converg.
 OG0953;UTM  17      - 4,769,771.894   659,071.257   MT  0.99991129   +1 20 03.2
 OG0953
 OG0953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0953!UTM  17      -   0.99997827  x   0.99991129  =   0.99988956
 OG0953
 OG0953:                Primary Azimuth Mark                     Grid Az
 OG0953:UTM  17      -  BENCH SUB IBC                            321 45 54.8
 OG0953
 OG0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5907169771(NAD 83)
 OG0953
 OG0953|---------------------------------------------------------------------|
 OG0953| PID    Reference Object                     Distance      Geod. Az  |
 OG0953|                                                           dddmmss.s |
 OG0953| OG0951 NF HOLY TRINITY CH CROSS IBC        APPROX. 2.5 KM 0050748.8 |
 OG0953| CZ9519 HOG RM 1                              2.639 METERS 06908     |
 OG0953| CZ9521 HOG RM 3                             65.370 METERS 08809     |
 OG0953| CZ9522 HOG RM 4                             37.180 METERS 17815     |
 OG0953| OG1035 CHIPPEWA SUB IBC                    180.947 METERS 17957     |
 OG0953| CZ9520 HOG RM 2                              7.037 METERS 24908     |
 OG0953| OG1020 NF NIAGARA WIRES TANK IBC           APPROX. 3.8 KM 3093041.1 |
 OG0953| OG0983 BENCH SUB IBC                       APPROX. 2.2 KM 3230558.0 |
 OG0953| OG1008 NF GEN BROCK HOTEL POLE             APPROX. 3.7 KM 3263741.3 |
 OG0953| OG0907 NIAGARA FALLS UNIT OFF BLDG FP      APPROX. 2.7 KM 3320605.1 |
 OG0953| OG0977 NF NIAGARA HOTEL POLE IBC           APPROX. 2.6 KM 3322555.2 |
 OG0953| OG0960 NF SHREDDED WHEAT BLDG IBC          APPROX. 2.2 KM 3390204.8 |
 OG0953|---------------------------------------------------------------------|
 OG0953
 OG0953                          SUPERSEDED SURVEY CONTROL
 OG0953
 OG0953  NAD 83(1986)-  43 03 50.33678(N)    079 02 47.05011(W) AD(       ) 3
 OG0953  NAD 27      -  43 03 50.13397(N)    079 02 47.89013(W) AD(       ) 3
 OG0953
 OG0953.Superseded values are not recommended for survey control.
 OG0953
 OG0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0953.See file dsdata.pdf to determine how the superseded data were derived.
 OG0953
 OG0953_MARKER: DD = SURVEY DISK
 OG0953_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OG0953
 OG0953  HISTORY     - Date     Condition        Report By
 OG0953  HISTORY     - 1941     MONUMENTED       IBC
 OG0953  HISTORY     - 1956     MARK NOT FOUND   IBC
 OG0953
 OG0953                          STATION DESCRIPTION
 OG0953
 OG0953'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 OG0953'ON THE CANADIAN SIDE OF THE NIAGARA RIVER, ON THE NORTHERN PART OF
 OG0953'THE PENINSULA THAT WAS FORMERLY HOG ISLAND.  THE STATION IS ON THE
 OG0953'WESTERN SIDE OF THE CANAL AT CHIPPAWA, ONTARIO.  AT THE NORTH END OF
 OG0953'THE PENINSULA A CONCRETE WEIR WITH A WATER GATE EXTENDS EASTWARD TO
 OG0953'THE MAINLAND.
 OG0953'
 OG0953'STATION MARK, AN IBC STANDARD BRONZE - DISK STATION MARK SET FLUSH
 OG0953'WITH THE SURFACE OF THE GROUND IN THE TOP OF A CYLINDER OF CONCRETE
 OG0953'8 INCHES IN DIAMETER AND 2 FEET IN DEPTH.  THE SUBSURFACE MARK IS A
 OG0953'BRASS SCREW SET 2 FEET UNDERGROUND IN THE TOP OF A CYLINDER OF
 OG0953'CONCRETE 8 INCHES IN DIAMETER.  THERE ARE FOUR REFERENCES.  NO 1 IS
 OG0953'A BRASS SCREW CEMENTED IN A DRILL HOLE IN A ROUND - TOPPED ROCK, 1
 OG0953'FOOT IN DIAMETER, WHOSE TOP IS FLUSH WITH THE SURFACE OF THE GROUND.
 OG0953'NO 2 IS A SIMILAR MARK IN AN IRREGULARLY - TOPPED ROCK MEASURING 2 BY
 OG0953'3 FEET ON THE TOP AND PROJECTING ABOUT 6 INCHES ABOVE THE SURFACE
 OG0953'OF THE GROUND.  NO 3 IS THE INSIDE CORNER OF THE INTERSECTION OF THE
 OG0953'CONCRETE WEIR WITH A CONCRETE RETAINING WALL ON THE ISLAND.  NO 4 IS
 OG0953'THE OUTSIDE CORNER OF THE SOUTH END OF THE CONCRETE RETAINING WALL.
 OG0953
 OG0953                          STATION RECOVERY (1956)
 OG0953
 OG0953'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1956 (NWS)
 OG0953'STATION SEARCHED FOR BUT NOT RECOVERED.  LOST OR BURIED UNDER FILL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0923 ***********************************************************************
 TC0923  DESIGNATION -  HORSE
 TC0923  PID         -  TC0923
 TC0923  STATE/COUNTY-  ON/RAINY RIVER
 TC0923  COUNTRY     -  CANADA
 TC0923  NTS MAPSHEET-  PINEWOOD (2020)
 TC0923
 TC0923                         *CURRENT SURVEY CONTROL
 TC0923  ______________________________________________________________________
 TC0923* NAD 83(1996) POSITION- 48 42 34.95696(N) 094 22 23.67030(W)   ADJUSTED
 TC0923* NAVD 88 ORTHO HEIGHT -   333.    (meters)     1093.    (feet) SCALED
 TC0923  ______________________________________________________________________
 TC0923  GEOID HEIGHT    -        -29.241 (meters)                     EGM08
 TC0923  HORZ ORDER      -  THIRD
 TC0923
 TC0923.The positional and height information provided upon this datasheet are not
 TC0923.officially recognized by the Government of Canada, provincial governments
 TC0923.within Canada, nor are they intended to replace or substitute for them.
 TC0923.The intent of sharing this data is to allow access to positions or heights
 TC0923.recognized by the United States Government. Passive control that is used by
 TC0923.both nations may share the same or similar designations or descriptions but
 TC0923.do not share official positions or heights. The 'Station Description' may
 TC0923.originate from a Canadian 'Station Report' and if so contains information
 TC0923.licensed under the 'Open Government License - Canada'.
 TC0923
 TC0923.The horizontal coordinates were established by classical geodetic methods
 TC0923.and adjusted by the National Geodetic Survey in March 1999.
 TC0923
 TC0923.The orthometric height was scaled from a topographic map.
 TC0923
 TC0923.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0923
 TC0923.Click photographs - Photos may exist for this station.
 TC0923
 TC0923. The following values were computed from the NAD 83(1996) position.
 TC0923
 TC0923;                    North         East     Units Scale Factor Converg.
 TC0923;UTM  15      - 5,396,096.197   398,976.451   MT  0.99972538   -1 01 54.9
 TC0923
 TC0923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0923!UTM  15      -   0.99995234  x   0.99972538  =   0.99967773
 TC0923
 TC0923:                Primary Azimuth Mark                     Grid Az
 TC0923:UTM  15      -  BOUNDARY REF MON 111                     121 49 17.3
 TC0923
 TC0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP9897696096(NAD 83)
 TC0923
 TC0923|---------------------------------------------------------------------|
 TC0923| PID    Reference Object                     Distance      Geod. Az  |
 TC0923|                                                           dddmmss.s |
 TC0923| TC1016 BOUNDARY REF MON 111                455.627 METERS 1204722.4 |
 TC0923| TC0942 LIMB                                APPROX. 0.6 KM 1512607.7 |
 TC0923| TC1240 TRAP                                287.287 METERS 21108     |
 TC0923| TC1226 STRAW                               257.611 METERS 29807     |
 TC0923|---------------------------------------------------------------------|
 TC0923
 TC0923                          SUPERSEDED SURVEY CONTROL
 TC0923
 TC0923  NAD 83(1986)-  48 42 34.93844(N)    094 22 23.66096(W) AD(       ) 3
 TC0923
 TC0923.Superseded values are not recommended for survey control.
 TC0923
 TC0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0923.See file dsdata.pdf to determine how the superseded data were derived.
 TC0923
 TC0923_MARKER: X = CHISELED CROSS
 TC0923_SETTING: 80 = SET IN A BOULDER
 TC0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0923+STABILITY: SURFACE MOTION
 TC0923
 TC0923  HISTORY     - Date     Condition        Report By
 TC0923  HISTORY     - 1914     MONUMENTED       IBC
 TC0923
 TC0923                          STATION DESCRIPTION
 TC0923
 TC0923'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC0923'ON THE NORTH BANK OF RAINY RIVER ABOUT 3-3/8 MILES EAST OF CLEMENTSON,
 TC0923'MINN.  THE STATION IS ABOUT 9 METERS ABOVE AND 45 METERS BACK FROM THE
 TC0923'RIVERS EDGE.  IT IS ABOUT 5 METERS SOUTH OF THE SOUTHEAST CORNER OF A
 TC0923'SMALL HEWED - LOG SHACK.
 TC0923'
 TC0923'STATION MARK--A CROSS CUT IN A STONE.  SUBSURFACE MARK IS A BALL OF
 TC0923'WIRE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 ND0171 ***********************************************************************
 ND0171  DESIGNATION -  HS 2
 ND0171  PID         -  ND0171
 ND0171  STATE/COUNTY-  ON/CHATHAM KENT
 ND0171  COUNTRY     -  CANADA
 ND0171  NTS MAPSHEET-  RIDGETOWN (2020)
 ND0171
 ND0171                         *CURRENT SURVEY CONTROL
 ND0171  ______________________________________________________________________
 ND0171* NAD 83(2011) POSITION- 42 15 36.34264(N) 081 54 52.56921(W)   ADJUSTED
 ND0171* NAD 83(2011) ELLIP HT-   140.419 (meters)        (06/27/12)   ADJUSTED
 ND0171* NAD 83(2011) EPOCH   -  2010.00
 ND0171* NAVD 88 ORTHO HEIGHT -   175.415 (meters)      575.51  (feet) ADJUSTED
 ND0171  ______________________________________________________________________
 ND0171  GEOID HEIGHT    -        -35.583 (meters)                     EGM08
 ND0171  NAD 83(2011) X  -    664,949.053 (meters)                     COMP
 ND0171  NAD 83(2011) Y  - -4,680,727.097 (meters)                     COMP
 ND0171  NAD 83(2011) Z  -  4,267,123.980 (meters)                     COMP
 ND0171  DYNAMIC HEIGHT  -        175.360 (meters)      575.33  (feet) COMP
 ND0171  MODELED GRAVITY -    980,306.9   (mgal)                       NAVD 88
 ND0171
 ND0171  VERT ORDER      -  FIRST     CLASS II
 ND0171
 ND0171  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 ND0171  Standards:
 ND0171         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 ND0171            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 ND0171  -------------------------------------------------------------------
 ND0171  NETWORK    0.63   1.10           0.29   0.21   0.56     -0.05649070
 ND0171  -------------------------------------------------------------------
 ND0171  Click here for local accuracies and other accuracy information.
 ND0171
 ND0171.The positional and height information provided upon this datasheet are not
 ND0171.officially recognized by the Government of Canada, provincial governments
 ND0171.within Canada, nor are they intended to replace or substitute for them.
 ND0171.The intent of sharing this data is to allow access to positions or heights
 ND0171.recognized by the United States Government. Passive control that is used by
 ND0171.both nations may share the same or similar designations or descriptions but
 ND0171.do not share official positions or heights. The 'Station Description' may
 ND0171.originate from a Canadian 'Station Report' and if so contains information
 ND0171.licensed under the 'Open Government License - Canada'.
 ND0171
 ND0171.The horizontal coordinates were established by GPS observations
 ND0171.and adjusted by the National Geodetic Survey in June 2012.
 ND0171
 ND0171.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 ND0171.been affixed to the stable North American tectonic plate. See 
 ND0171.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 ND0171
 ND0171.The horizontal coordinates are valid at the epoch date displayed above
 ND0171.which is a decimal equivalence of Year/Month/Day.
 ND0171
 ND0171.The orthometric height was determined by differential leveling and
 ND0171.adjusted by the NATIONAL GEODETIC SURVEY
 ND0171.in June 1991.
 ND0171
 ND0171.Significant digits in the geoid height do not necessarily reflect accuracy.
 ND0171
 ND0171.Click photographs - Photos may exist for this station.
 ND0171
 ND0171.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ND0171
 ND0171.The ellipsoidal height was determined by GPS observations
 ND0171.and is referenced to NAD 83.
 ND0171
 ND0171.The dynamic height is computed by dividing the NAVD 88
 ND0171.geopotential number by the normal gravity value computed on the
 ND0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0171.degrees latitude (g = 980.6199 gals.).
 ND0171
 ND0171.The modeled gravity was interpolated from observed gravity values.
 ND0171
 ND0171. The following values were computed from the NAD 83(2011) position.
 ND0171
 ND0171;                    North         East     Units Scale Factor Converg.
 ND0171;UTM  17      - 4,679,059.872   424,563.716   MT  0.99967002   -0 36 54.3
 ND0171
 ND0171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ND0171!UTM  17      -   0.99997798  x   0.99967002  =   0.99964800
 ND0171
 ND0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMG2456379059(NAD 83)
 ND0171
 ND0171                          SUPERSEDED SURVEY CONTROL
 ND0171
 ND0171  ELLIP H (08/23/11)  140.426  (m)                       GP(       ) 1 2
 ND0171  NAD 83(2007)-  42 15 36.34264(N)    081 54 52.56988(W) AD(2002.00) A
 ND0171  ELLIP H (10/11/07)  140.444  (m)                       GP(2002.00) 4 2
 ND0171  NAVD 88             175.42   (m)          575.5    (f) LEVELING    3  
 ND0171
 ND0171.Superseded values are not recommended for survey control.
 ND0171
 ND0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ND0171.See file dsdata.pdf to determine how the superseded data were derived.
 ND0171
 ND0171_MARKER: DD = SURVEY DISK
 ND0171_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 ND0171_SP_SET: BOLLARD BASE
 ND0171_STAMPING: 2 1958
 ND0171_MARK LOGO: CHS
 ND0171_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ND0171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ND0171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ND0171+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2015
 ND0171
 ND0171  HISTORY     - Date     Condition        Report By
 ND0171  HISTORY     - 1958     MONUMENTED       CHS
 ND0171  HISTORY     - 1980     GOOD             NOSOMA
 ND0171  HISTORY     - 2005     GOOD             CADNR
 ND0171  HISTORY     - 20100608 GOOD             CADNR
 ND0171  HISTORY     - 20150807 GOOD             CADNR
 ND0171
 ND0171                          STATION DESCRIPTION
 ND0171
 ND0171'DESCRIBED BY NOS OCEANOG + MARINE 1980
 ND0171'IN ERIEAU.
 ND0171'THIS BENCH MARK IS AT THE WATER LEVEL MONITORING STATION IN ERIEAU,
 ND0171'ONTARIO, CANADA.  HEIGHT ABOVE NAVD88 IS AVAILABLE FROM GEODETIC
 ND0171'SURVEY OF CANADA.  HEIGHT ABOVE IGLD80 IS AVAILABLE FROM THE CANADIAN
 ND0171'HYDROGRAPHIC SERVICE.
 ND0171
 ND0171                          STATION RECOVERY (2005)
 ND0171
 ND0171'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2005 (JS)
 ND0171'ERIEAU.  CONCRETE BASE OF MOORING BOLLARD ON PROPERTY OF THE LAKE ERIE
 ND0171'NAVIGATION COMPANY LTD, 21.3 M (69.9 FT) SOUTHEAST OF THE SOUTHEAST
 ND0171'CORNER OF OFFICE BUILDING, TABLET IN TOP, 24 CM (9 INCHES) WEST AND 21
 ND0171'CM (8 INCHES) SOUTH OF THE NORTHWEST CORNER OF BASE.  ESTABLISHED BY
 ND0171'HYDROGRAPHIC SERVICE.
 ND0171'
 ND0171'FOR ADDITIONAL INFORMATION CONTACT NATURAL RESOURCES CANADA, GEODETIC
 ND0171'SURVEY DIVISION, 615 BOOTH STREET, OTTAWA, ONTARIO.
 ND0171
 ND0171                          STATION RECOVERY (2010)
 ND0171
 ND0171'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2010 (JS)
 ND0171'RECOVERED AS DESCRIBED.
 ND0171
 ND0171                          STATION RECOVERY (2015)
 ND0171
 ND0171'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2015 (RJS)
 ND0171'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0925 ***********************************************************************
 TC0925  DESIGNATION -  HUGH
 TC0925  PID         -  TC0925
 TC0925  STATE/COUNTY-  ON/RAINY RIVER
 TC0925  COUNTRY     -  CANADA
 TC0925  NTS MAPSHEET-  PINEWOOD (2020)
 TC0925
 TC0925                         *CURRENT SURVEY CONTROL
 TC0925  ______________________________________________________________________
 TC0925* NAD 83(1996) POSITION- 48 39 16.79756(N) 094 14 18.34300(W)   ADJUSTED
 TC0925* NAVD 88 ORTHO HEIGHT -   329.    (meters)     1079.    (feet) SCALED
 TC0925  ______________________________________________________________________
 TC0925  GEOID HEIGHT    -        -29.361 (meters)                     EGM08
 TC0925  HORZ ORDER      -  THIRD
 TC0925
 TC0925.The positional and height information provided upon this datasheet are not
 TC0925.officially recognized by the Government of Canada, provincial governments
 TC0925.within Canada, nor are they intended to replace or substitute for them.
 TC0925.The intent of sharing this data is to allow access to positions or heights
 TC0925.recognized by the United States Government. Passive control that is used by
 TC0925.both nations may share the same or similar designations or descriptions but
 TC0925.do not share official positions or heights. The 'Station Description' may
 TC0925.originate from a Canadian 'Station Report' and if so contains information
 TC0925.licensed under the 'Open Government License - Canada'.
 TC0925
 TC0925.The horizontal coordinates were established by classical geodetic methods
 TC0925.and adjusted by the National Geodetic Survey in March 1999.
 TC0925
 TC0925.The orthometric height was scaled from a topographic map.
 TC0925
 TC0925.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0925
 TC0925.Click photographs - Photos may exist for this station.
 TC0925
 TC0925. The following values were computed from the NAD 83(1996) position.
 TC0925
 TC0925;                    North         East     Units Scale Factor Converg.
 TC0925;UTM  15      - 5,389,807.844   408,794.529   MT  0.99970220   -0 55 47.3
 TC0925
 TC0925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0925!UTM  15      -   0.99995298  x   0.99970220  =   0.99965520
 TC0925
 TC0925:                Primary Azimuth Mark                     Grid Az
 TC0925:UTM  15      -  MEADOW                                   110 40 55.3
 TC0925
 TC0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP0879489807(NAD 83)
 TC0925
 TC0925|---------------------------------------------------------------------|
 TC0925| PID    Reference Object                     Distance      Geod. Az  |
 TC0925|                                                           dddmmss.s |
 TC0925| TC0956 MEADOW                              APPROX. 0.9 KM 1094508.0 |
 TC0925| TC1214 SON                                 363.925 METERS 18550     |
 TC0925| TC1044 REF MON 130                         416.172 METERS 2674610.3 |
 TC0925|---------------------------------------------------------------------|
 TC0925
 TC0925                          SUPERSEDED SURVEY CONTROL
 TC0925
 TC0925  NAD 83(1986)-  48 39 16.78065(N)    094 14 18.33395(W) AD(       ) 3
 TC0925
 TC0925.Superseded values are not recommended for survey control.
 TC0925
 TC0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0925.See file dsdata.pdf to determine how the superseded data were derived.
 TC0925
 TC0925_MARKER: X = CHISELED CROSS
 TC0925_SETTING: 80 = SET IN A BOULDER
 TC0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0925+STABILITY: SURFACE MOTION
 TC0925
 TC0925  HISTORY     - Date     Condition        Report By
 TC0925  HISTORY     - 1914     MONUMENTED       IBC
 TC0925
 TC0925                          STATION DESCRIPTION
 TC0925
 TC0925'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC0925'ON THE NORTH BANK OF RAINY RIVER, ABOUT THREE - FIFTHS MILE EAST OF
 TC0925'THE FRONTIER (MINN) STORE.  THE STATION IS NEAR THE SOUTH EDGE OF A
 TC0925'GRAINFIELD, ABOUT 30 METERS FROM ITS EAST END.  IT IS ABOUT 3 METERS
 TC0925'ABOVE AND 5 METERS BACK FROM THE RIVERS EDGE.
 TC0925'
 TC0925'STATION MARK--A CROSS CUT IN A STONE.  SUBSURFACE MARK IS A BALL OF
 TC0925'WIRE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NC0350 ***********************************************************************
 NC0350  DESIGNATION -  IBM 35
 NC0350  PID         -  NC0350
 NC0350  STATE/COUNTY-  ON/NIAGARA
 NC0350  COUNTRY     -  CANADA
 NC0350  NTS MAPSHEET-  FORT ERIE (2020)
 NC0350
 NC0350                         *CURRENT SURVEY CONTROL
 NC0350  ______________________________________________________________________
 NC0350* NAD 83(1986) POSITION- 42 54 07.     (N) 078 55 02.     (W)   SCALED
 NC0350* NAVD 88 ORTHO HEIGHT -   176.162 (meters)      577.96  (feet) ADJUSTED
 NC0350  ______________________________________________________________________
 NC0350  GEOID HEIGHT    -        -35.885 (meters)                     EGM08
 NC0350  DYNAMIC HEIGHT  -        176.116 (meters)      577.81  (feet) COMP
 NC0350  MODELED GRAVITY -    980,353.9   (mgal)                       NAVD 88
 NC0350
 NC0350  VERT ORDER      -  FIRST     CLASS 0
 NC0350
 NC0350.The positional and height information provided upon this datasheet are not
 NC0350.officially recognized by the Government of Canada, provincial governments
 NC0350.within Canada, nor are they intended to replace or substitute for them.
 NC0350.The intent of sharing this data is to allow access to positions or heights
 NC0350.recognized by the United States Government. Passive control that is used by
 NC0350.both nations may share the same or similar designations or descriptions but
 NC0350.do not share official positions or heights. The 'Station Description' may
 NC0350.originate from a Canadian 'Station Report' and if so contains information
 NC0350.licensed under the 'Open Government License - Canada'.
 NC0350
 NC0350.The horizontal coordinates were scaled from a map and have
 NC0350.an estimated accuracy of +/- 6 seconds.
 NC0350
 NC0350.The orthometric height was determined by differential leveling and
 NC0350.adjusted by the NATIONAL GEODETIC SURVEY
 NC0350.in June 1991.
 NC0350
 NC0350.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC0350
 NC0350.Click photographs - Photos may exist for this station.
 NC0350
 NC0350.The dynamic height is computed by dividing the NAVD 88
 NC0350.geopotential number by the normal gravity value computed on the
 NC0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0350.degrees latitude (g = 980.6199 gals.).
 NC0350
 NC0350.The modeled gravity was interpolated from observed gravity values.
 NC0350
 NC0350
 NC0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH700520(NAD 83)
 NC0350
 NC0350                          SUPERSEDED SURVEY CONTROL
 NC0350
 NC0350  NGVD 29 (??/??/92)  176.330  (m)          578.51   (f) ADJ UNCH    1 0
 NC0350
 NC0350.Superseded values are not recommended for survey control.
 NC0350
 NC0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0350.See file dsdata.pdf to determine how the superseded data were derived.
 NC0350
 NC0350_MARKER: Z = SEE DESCRIPTION
 NC0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC0350_SP_SET: CONCRETE MONUMENT
 NC0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC0350+STABILITY: SURFACE MOTION
 NC0350
 NC0350  HISTORY     - Date     Condition        Report By
 NC0350  HISTORY     - UNK      MONUMENTED       IBC
 NC0350  HISTORY     - 19700727 GOOD             USLS
 NC0350  HISTORY     - 1977     GOOD             NGS
 NC0350  HISTORY     - 1988     GOOD             GSC
 NC0350
 NC0350                          STATION DESCRIPTION
 NC0350
 NC0350'DESCRIBED BY US LAKE SURVEY 1970
 NC0350'IN FORT ERIE.
 NC0350'IS IN WELLAND COUNTY, ONTARIO, CANADA, ABOUT 1500 FEET SOUTH OF
 NC0350'ENTRANCE TO PEACE BRIDGE, 127 FEET EAST OF CENTERLINE OF LAKE SHORE
 NC0350'DRIVE. 88.5 FEET WEST OF STONE RETAINING WALL ALONG WATERS EDGE, ON
 NC0350'INTERNATIONAL BOUNDARY MONUMENT NO. 35, 2 FEET ABOVE THE GROUND
 NC0350'SURFACE, BEING HIGHEST POINT ON TOP OF A 1/2-INCH DIAMETER BRASS PLUG
 NC0350'SET INTO TOP OF THE CONCRETE MONUMENT.
 NC0350
 NC0350                          STATION RECOVERY (1977)
 NC0350
 NC0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NC0350'FROM THE WEST END OF THE PEACE BRIDGE IN FORT ERIE, CANADA, PASS
 NC0350'THROUGH THE CUSTOMS BOOTH AND BEAR RIGHT TO A CURVE, THENCE
 NC0350'EASTERLY 0.2 MILE ON WALNUT STREET, THENCE 0.7 MILE MILE SOUTHERLY
 NC0350'ALONG NIAGARA BOULEVARD AND LAKE SHORE DRIVE TO A PARKING AREA
 NC0350'ON LEFT, 88.4 FEET NORTHWEST OF THE INNER EDGE OF RETAINING WALL,
 NC0350'29 FEET NORTHEAST OF THE NORTHEAST CURB OF PARKING AREA, 127.2
 NC0350'FEET SOUTHEAST OF THE CENTERLINE OF LAKE SHORE DRIVE, HIGHEST
 NC0350'POINT BEING THE TOP OF A 1/2 INCH BRASS PLUG IN THE TOP OF AN
 NC0350'INTERNATIONAL BOUNDARY MONUMENT NUMBER 35.
 NC0350
 NC0350                          STATION RECOVERY (1988)
 NC0350
 NC0350'RECOVERY NOTE BY GEODETIC SURVEY OF CANADA 1988 (UNK)
 NC0350'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NE0963 ***********************************************************************
 NE0963  DESIGNATION -  IBM 55
 NE0963  PID         -  NE0963
 NE0963  STATE/COUNTY-  ON/LAMBTON
 NE0963  COUNTRY     -  CANADA
 NE0963  NTS MAPSHEET-  SARNIA (2020)
 NE0963
 NE0963                         *CURRENT SURVEY CONTROL
 NE0963  ______________________________________________________________________
 NE0963* NAD 83(2011) POSITION- 42 59 26.17753(N) 082 25 16.28881(W)   ADJUSTED
 NE0963* NAD 83(2011) ELLIP HT-   143.671 (meters)        (06/27/12)   ADJUSTED
 NE0963* NAD 83(2011) EPOCH   -  2010.00
 NE0963* NAVD 88 ORTHO HEIGHT -   178.597 (meters)      585.95  (feet) ADJUSTED
 NE0963  ______________________________________________________________________
 NE0963  GEOID HEIGHT    -        -35.414 (meters)                     EGM08
 NE0963  NAD 83(2011) X  -    616,290.589 (meters)                     COMP
 NE0963  NAD 83(2011) Y  - -4,631,950.656 (meters)                     COMP
 NE0963  NAD 83(2011) Z  -  4,326,836.331 (meters)                     COMP
 NE0963  DYNAMIC HEIGHT  -        178.553 (meters)      585.80  (feet) COMP
 NE0963  MODELED GRAVITY -    980,370.1   (mgal)                       NAVD 88
 NE0963
 NE0963  VERT ORDER      -  FIRST     CLASS II
 NE0963
 NE0963  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 NE0963  Standards:
 NE0963         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 NE0963            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 NE0963  -------------------------------------------------------------------
 NE0963  NETWORK    0.34   1.82           0.16   0.11   0.93     -0.08108157
 NE0963  -------------------------------------------------------------------
 NE0963  Click here for local accuracies and other accuracy information.
 NE0963
 NE0963.The positional and height information provided upon this datasheet are not
 NE0963.officially recognized by the Government of Canada, provincial governments
 NE0963.within Canada, nor are they intended to replace or substitute for them.
 NE0963.The intent of sharing this data is to allow access to positions or heights
 NE0963.recognized by the United States Government. Passive control that is used by
 NE0963.both nations may share the same or similar designations or descriptions but
 NE0963.do not share official positions or heights. The 'Station Description' may
 NE0963.originate from a Canadian 'Station Report' and if so contains information
 NE0963.licensed under the 'Open Government License - Canada'.
 NE0963
 NE0963.The horizontal coordinates were established by GPS observations
 NE0963.and adjusted by the National Geodetic Survey in June 2012.
 NE0963
 NE0963.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 NE0963.been affixed to the stable North American tectonic plate. See 
 NE0963.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 NE0963
 NE0963.The horizontal coordinates are valid at the epoch date displayed above
 NE0963.which is a decimal equivalence of Year/Month/Day.
 NE0963
 NE0963.The orthometric height was determined by differential leveling and
 NE0963.adjusted by the NATIONAL GEODETIC SURVEY
 NE0963.in June 1991.
 NE0963
 NE0963.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0963
 NE0963.Click photographs - Photos may exist for this station.
 NE0963
 NE0963.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE0963
 NE0963.The ellipsoidal height was determined by GPS observations
 NE0963.and is referenced to NAD 83.
 NE0963
 NE0963.The dynamic height is computed by dividing the NAVD 88
 NE0963.geopotential number by the normal gravity value computed on the
 NE0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0963.degrees latitude (g = 980.6199 gals.).
 NE0963
 NE0963.The modeled gravity was interpolated from observed gravity values.
 NE0963
 NE0963. The following values were computed from the NAD 83(2011) position.
 NE0963
 NE0963;                    North         East     Units Scale Factor Converg.
 NE0963;UTM  17      - 4,760,751.373   384,142.535   MT  0.99976513   -0 58 09.1
 NE0963
 NE0963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE0963!UTM  17      -   0.99997747  x   0.99976513  =   0.99974260
 NE0963
 NE0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8414260751(NAD 83)
 NE0963
 NE0963                          SUPERSEDED SURVEY CONTROL
 NE0963
 NE0963  NAD 83(2007)-  42 59 26.17718(N)    082 25 16.28911(W) AD(2002.00) A
 NE0963  ELLIP H (10/11/07)  143.723  (m)                       GP(2002.00) 4 2
 NE0963  NAD 83(2007)-  42 59 26.17718(N)    082 25 16.28911(W) AD(2002.00) 0
 NE0963  ELLIP H (02/10/07)  143.723  (m)                       GP(2002.00)    
 NE0963  ELLIP H (07/12/02)  143.732  (m)                       GP(       ) 3 2
 NE0963  NAD 83(1997)-  42 59 26.17747(N)    082 25 16.28943(W) AD(       ) A
 NE0963  ELLIP H (05/25/99)  143.730  (m)                       GP(       ) 3 1
 NE0963  NAVD 88             178.60   (m)          586.0    (f) LEVELING    3  
 NE0963  NAVD 88 (05/25/99)  178.6    (m)  GEOID96  model used  GPS OBS        
 NE0963  NGVD 29 (11/26/84)  178.712  (m)          586.32   (f) ADJUSTED    1 2
 NE0963
 NE0963.Superseded values are not recommended for survey control.
 NE0963
 NE0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0963.See file dsdata.pdf to determine how the superseded data were derived.
 NE0963
 NE0963_MARKER: DD = SURVEY DISK
 NE0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0963_STAMPING: IBM 55
 NE0963_MARK LOGO: IBC
 NE0963_PROJECTION: PROJECTING 60 CENTIMETERS
 NE0963_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0963+STABILITY: SURFACE MOTION
 NE0963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0963+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2015
 NE0963
 NE0963  HISTORY     - Date     Condition        Report By
 NE0963  HISTORY     - UNK      MONUMENTED       IBC
 NE0963  HISTORY     - 1980     GOOD             NGS
 NE0963  HISTORY     - 2005     GOOD             CADNR
 NE0963  HISTORY     - 20150812 GOOD             CADNR
 NE0963
 NE0963                          STATION DESCRIPTION
 NE0963
 NE0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0963'IN PORT EDWARD.
 NE0963'IN PORT EDWARD, 0.9 KILOMETER (0.55 MILE) SOUTH ALONG A GRAVEL ROAD
 NE0963'FROM THE BLUE WATER BRIDGE, SET ON THE BANK OF THE ST CLAIR RIVER,
 NE0963'ON THE SOUTH SIDE OF THE PURDY FISHERIES BUILDING, 28.0 METERS
 NE0963'(92.0 FEET) WEST OF THE NORTH END POST OF A CHAIN LINK FENCE WHICH
 NE0963'IS IN LINE WITH THE WEST FACE OF A LARGE CONCRETE BLOCK BUILDING,
 NE0963'24.5 METERS (80.2 FEET) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 NE0963'CONCRETE BLOCK BUILDING, 15.8 METERS (52.0 FEET) EAST OF THE RIVER.
 NE0963'THE MARK IS 0.6 M ABOVE GROUND.
 NE0963
 NE0963                          STATION RECOVERY (2005)
 NE0963
 NE0963'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2005 (JS)
 NE0963'SARNIA.  INTERNATIONAL BOUNDARY COMMISSION CONCRETE REFERENCE MONUMENT
 NE0963'NUMBER 55, ON BANK OF SAINT CLAIR RIVER, 237.7 M (779.9 FT) SOUTH OF
 NE0963'CNR FREIGHT SHED, ABOUT 69 M (226.4 FT) SOUTH OF AUTOMATIC WATER
 NE0963'GAUGE, 30.4 M (99.7 FT) SOUTH OF A LARGE BUILDING NEXT TO PURDY
 NE0963'FISHERIES BUILDING.
 NE0963'
 NE0963'FOR ADDITIONAL INFORMATION CONTACT NATURAL RESOURCES CANADA, GEODETIC
 NE0963'SURVEY DIVISION, 615 BOOTH STREET, OTTAWA, ONTARIO.
 NE0963'
 NE0963'THE STATION IS AN UNSTAMPED IBC REFERENCE MARK DISK IN THE TOP OF
 NE0963'CONCRETE POST PROJECTING ABOUT 0.6 M (2.0 FT) ABOVE GROUND.  THE SIDE
 NE0963'OF CONCRETE POST IS ENGRAVED ---55---.
 NE0963
 NE0963                          STATION RECOVERY (2015)
 NE0963
 NE0963'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2015 (RJS)
 NE0963'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0831 ***********************************************************************
 RJ0831  DESIGNATION -  IMPERIAL IBC 1943
 RJ0831  PID         -  RJ0831
 RJ0831  STATE/COUNTY-  ON/ALGOMA
 RJ0831  COUNTRY     -  CANADA
 RJ0831  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ0831
 RJ0831                         *CURRENT SURVEY CONTROL
 RJ0831  ______________________________________________________________________
 RJ0831* NAD 83(1986) POSITION- 46 30 09.05529(N) 084 19 14.11923(W)   ADJUSTED
 RJ0831* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0831  ______________________________________________________________________
 RJ0831  GEOID HEIGHT    -        -37.129 (meters)                     EGM08
 RJ0831  HORZ ORDER      -  THIRD
 RJ0831
 RJ0831.The positional and height information provided upon this datasheet are not
 RJ0831.officially recognized by the Government of Canada, provincial governments
 RJ0831.within Canada, nor are they intended to replace or substitute for them.
 RJ0831.The intent of sharing this data is to allow access to positions or heights
 RJ0831.recognized by the United States Government. Passive control that is used by
 RJ0831.both nations may share the same or similar designations or descriptions but
 RJ0831.do not share official positions or heights. The 'Station Description' may
 RJ0831.originate from a Canadian 'Station Report' and if so contains information
 RJ0831.licensed under the 'Open Government License - Canada'.
 RJ0831
 RJ0831.The horizontal coordinates were established by classical geodetic methods
 RJ0831.and adjusted by the National Geodetic Survey in July 1986.
 RJ0831
 RJ0831.The orthometric height was scaled from a topographic map.
 RJ0831
 RJ0831.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0831
 RJ0831.Click photographs - Photos may exist for this station.
 RJ0831
 RJ0831. The following values were computed from the NAD 83(1986) position.
 RJ0831
 RJ0831;                    North         East     Units Scale Factor Converg.
 RJ0831;UTM  16      - 5,153,371.123   705,582.968   MT  1.00011954   +1 56 39.6
 RJ0831
 RJ0831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0831!UTM  16      -   0.99997823  x   1.00011954  =   1.00009777
 RJ0831
 RJ0831:                Primary Azimuth Mark                     Grid Az
 RJ0831:UTM  16      -  ZOO                                      100 13 42.0
 RJ0831
 RJ0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0558253371(NAD 83)
 RJ0831
 RJ0831|---------------------------------------------------------------------|
 RJ0831| PID    Reference Object                     Distance      Geod. Az  |
 RJ0831|                                                           dddmmss.s |
 RJ0831| RJ0828 SHINGWAUK HOME CHURCH SPIRE         APPROX. 2.6 KM 0933232.0 |
 RJ0831| RJ1013 ZOO                                 APPROX. 1.6 KM 1021021.6 |
 RJ0831| RJ1016 SAULT STE MARIE BREWERY F POLE      APPROX. 1.1 KM 1991513.2 |
 RJ0831| RJ1021 SAULT STE MARIE WATER TOWER         APPROX. 3.2 KM 2465648.9 |
 RJ0831| RJ1018 SAULT STE MARIE ST MARYS SPIRE      APPROX. 1.7 KM 2534312.6 |
 RJ0831| RJ1019 SAULT STE MARIE PO FLAG POLE        APPROX. 1.7 KM 2584135.5 |
 RJ0831| RJ0837 SAULT STE MARIE PO DOME             APPROX. 0.8 KM 3165757.9 |
 RJ0831| RJ0835 SAULT STE MARIE ST JOHN SPIRE       APPROX. 0.7 KM 3230119.4 |
 RJ0831|---------------------------------------------------------------------|
 RJ0831
 RJ0831                          SUPERSEDED SURVEY CONTROL
 RJ0831
 RJ0831  NAD 27      -  46 30 08.98300(N)    084 19 13.97900(W) AD(       ) 3
 RJ0831
 RJ0831.Superseded values are not recommended for survey control.
 RJ0831
 RJ0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0831.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0831
 RJ0831_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0831_SETTING: 80 = SET IN A BOULDER
 RJ0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0831+STABILITY: SURFACE MOTION
 RJ0831
 RJ0831  HISTORY     - Date     Condition        Report By
 RJ0831  HISTORY     - 1943     MONUMENTED       IBC
 RJ0831  HISTORY     - 1958     MARK NOT FOUND   IBC
 RJ0831
 RJ0831                          STATION DESCRIPTION
 RJ0831
 RJ0831'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0831'ON FILL ON E SIDE OF IMPERIAL OIL COMPANYS DOCK, SAULTE STE MARIE,
 RJ0831'ONTARIO.  IT IS ON THE FOOT OF KOHLER STREET, S OF THE GENERAL
 RJ0831'HOSPITAL, 48.4 FEET FROM END OF DOCK, 10.15 FEET E FROM NEAREST
 RJ0831'EDGE OF DOCK, AND 28.15 FEET E FROM FRONT SIDE OF DOCK.
 RJ0831'
 RJ0831'STATION MARK IS AN I B C STANDARD BRONZE - DISK STATION MARKCEMENTED
 RJ0831'IN DRILL HOLE IN REDDISH STONE EMBEDDED IN FILL PROJECTING SLIGHTLY
 RJ0831'ABOVE SURFACE OF GROUND.
 RJ0831
 RJ0831                          STATION RECOVERY (1958)
 RJ0831
 RJ0831'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0831'STATION IS UNDER FILL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DL5249 ***********************************************************************
 DL5249  DESIGNATION -  INTERNATIONAL
 DL5249  PID         -  DL5249
 DL5249  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 DL5249  COUNTRY     -  CANADA
 DL5249  NTS MAPSHEET-  CORNWALL (2020)
 DL5249
 DL5249                         *CURRENT SURVEY CONTROL
 DL5249  ______________________________________________________________________
 DL5249* NAD 83(1986) POSITION- 45 00 23.23   (N) 074 47 41.16   (W)   HD_HELD1
 DL5249* NAVD 88 ORTHO HEIGHT -    52.954 (meters)      173.73  (feet) ADJUSTED
 DL5249  ______________________________________________________________________
 DL5249  GEOID HEIGHT    -        -31.518 (meters)                     EGM08
 DL5249  DYNAMIC HEIGHT  -         52.953 (meters)      173.73  (feet) COMP
 DL5249  MODELED GRAVITY -    980,598.5   (mgal)                       NAVD 88
 DL5249
 DL5249  VERT ORDER      -  FIRST     CLASS II
 DL5249
 DL5249.The positional and height information provided upon this datasheet are not
 DL5249.officially recognized by the Government of Canada, provincial governments
 DL5249.within Canada, nor are they intended to replace or substitute for them.
 DL5249.The intent of sharing this data is to allow access to positions or heights
 DL5249.recognized by the United States Government. Passive control that is used by
 DL5249.both nations may share the same or similar designations or descriptions but
 DL5249.do not share official positions or heights. The 'Station Description' may
 DL5249.originate from a Canadian 'Station Report' and if so contains information
 DL5249.licensed under the 'Open Government License - Canada'.
 DL5249
 DL5249.The horizontal coordinates were determined by differentially corrected
 DL5249.hand held GPS observations or other comparable positioning techniques
 DL5249.and have an estimated accuracy of +/- 3 meters.
 DL5249
 DL5249.The orthometric height was determined by differential leveling and
 DL5249.adjusted by the NATIONAL GEODETIC SURVEY
 DL5249.in March 2024.
 DL5249
 DL5249.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5249
 DL5249.Click photographs - Photos may exist for this station.
 DL5249
 DL5249.The dynamic height is computed by dividing the NAVD 88
 DL5249.geopotential number by the normal gravity value computed on the
 DL5249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5249.degrees latitude (g = 980.6199 gals.).
 DL5249
 DL5249.The modeled gravity was interpolated from observed gravity values.
 DL5249
 DL5249
 DL5249_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1617383687(NAD 83)
 DL5249
 DL5249                          SUPERSEDED SURVEY CONTROL
 DL5249
 DL5249  NAVD 88 (10/14/09)   52.948  (m)          173.71   (f) SUPERSEDED  1 2
 DL5249
 DL5249.Superseded values are not recommended for survey control.
 DL5249
 DL5249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5249.See file dsdata.pdf to determine how the superseded data were derived.
 DL5249
 DL5249_MARKER: Z = SEE DESCRIPTION
 DL5249_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL5249_SP_SET: DAM
 DL5249_MARK LOGO: NONE
 DL5249_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL5249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5249+STABILITY: SURFACE MOTION
 DL5249_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5249+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2022
 DL5249
 DL5249  HISTORY     - Date     Condition        Report By
 DL5249  HISTORY     - 1958     MONUMENTED       ONTAPW
 DL5249  HISTORY     - 20081020 GOOD             NOS
 DL5249  HISTORY     - 20220913 GOOD             NGS
 DL5249
 DL5249                          STATION DESCRIPTION
 DL5249
 DL5249'DESCRIBED BY NATIONAL OCEAN SERVICE 2008 (JAO)
 DL5249'IN CORNWALL, ONTARIO, CANADA, AT THE CENTER (CANADIAN/U.S.) BORDER OF
 DL5249'THE ROBERT MOSES - ROBERT H. SAUNDERS POWER DAM OPERATED BY ONTARIO
 DL5249'POWER GENERATION (OPG).
 DL5249'
 DL5249'IT IS AT THE LOWER END OF THE DAM, INSIDE OF AND LOCATED ON THE S-1
 DL5249'LEVEL APPROXIMATELY 40 FT (12.2 M) NORTH-NORTHEAST OF ELEVATOR DOOR
 DL5249'NUMBER 5.  A 3/8 INCH (1 CM) BRASS PIN IN THE TOP OF THE RAISED CEMENT
 DL5249'WORK FOR THE SOUTH RAILING EDGE FOR THE STAIRWAY DOWN TO THE ROTOR
 DL5249'ASSEMBLY OF UNIT NUMBER 16.
 DL5249
 DL5249                          STATION RECOVERY (2022)
 DL5249
 DL5249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (JAO)
 DL5249'THE MARK IS LOCATED SOME 5.3 KM (3.3 MI) WEST-SOUTHWEST OF CORNWALL,
 DL5249'ONTARIO, CANADA CITY HALL AND WITHIN THE GROUNDS FOR THE ROBERT H.
 DL5249'SAUNDERS POWER DAM, ST. LAWRENCE GENERATING STATION, OPERATED BY
 DL5249'ONTARIO POWER GENERATION (OPG).
 DL5249'
 DL5249'CONTACT THE OPG ENGINEERING DEPARTMENT AT 613-932-3072 TO OBTAIN
 DL5249'PERMISSION TO ACCESS THE MARK.
 DL5249'
 DL5249'ON THE CANADIAN SIDE AND AT THE CENTER (CANADIAN/U.S.) BORDER OF THE
 DL5249'ROBERT MOSES - ROBERT H. SAUNDERS POWER DAM OPERATED BY ONTARIO POWER
 DL5249'GENERATION (OPG).
 DL5249'
 DL5249'INSIDE OF AND AT THE LOWER END (TAILRACE) OF THE SAUNDERS DAM, LOCATED
 DL5249'ON THE S-1 LEVEL APPROXIMATELY 40 FT (12.2 M) NORTHWEST OF ELEVATOR
 DL5249'DOOR NUMBER 5.  A 3/8 INCH (10 MM) BRASS PIN IN THE TOP OF THE RAISED
 DL5249'CEMENT WORK FOR THE SOUTH RAILING EDGE FOR THE STAIRWAY DOWN TO THE
 DL5249'ROTOR ASSEMBLY OF UNIT NUMBER 16.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DL5267 ***********************************************************************
 DL5267  DESIGNATION -  INTERNATIONAL T W
 DL5267  PID         -  DL5267
 DL5267  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 DL5267  COUNTRY     -  CANADA
 DL5267  NTS MAPSHEET-  CORNWALL (2020)
 DL5267
 DL5267                         *CURRENT SURVEY CONTROL
 DL5267  ______________________________________________________________________
 DL5267* NAD 83(1986) POSITION- 45 00 23.06   (N) 074 47 41.34   (W)   HD_HELD1
 DL5267* NAVD 88 ORTHO HEIGHT -    59.120 (meters)      193.96  (feet) ADJUSTED
 DL5267  ______________________________________________________________________
 DL5267  GEOID HEIGHT    -        -31.518 (meters)                     EGM08
 DL5267  DYNAMIC HEIGHT  -         59.119 (meters)      193.96  (feet) COMP
 DL5267  MODELED GRAVITY -    980,598.5   (mgal)                       NAVD 88
 DL5267
 DL5267  VERT ORDER      -  FIRST     CLASS II
 DL5267
 DL5267.The positional and height information provided upon this datasheet are not
 DL5267.officially recognized by the Government of Canada, provincial governments
 DL5267.within Canada, nor are they intended to replace or substitute for them.
 DL5267.The intent of sharing this data is to allow access to positions or heights
 DL5267.recognized by the United States Government. Passive control that is used by
 DL5267.both nations may share the same or similar designations or descriptions but
 DL5267.do not share official positions or heights. The 'Station Description' may
 DL5267.originate from a Canadian 'Station Report' and if so contains information
 DL5267.licensed under the 'Open Government License - Canada'.
 DL5267
 DL5267.The horizontal coordinates were determined by differentially corrected
 DL5267.hand held GPS observations or other comparable positioning techniques
 DL5267.and have an estimated accuracy of +/- 3 meters.
 DL5267
 DL5267.The orthometric height was determined by differential leveling and
 DL5267.adjusted by the NATIONAL GEODETIC SURVEY
 DL5267.in March 2024.
 DL5267
 DL5267.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5267
 DL5267.Click photographs - Photos may exist for this station.
 DL5267
 DL5267.The dynamic height is computed by dividing the NAVD 88
 DL5267.geopotential number by the normal gravity value computed on the
 DL5267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5267.degrees latitude (g = 980.6199 gals.).
 DL5267
 DL5267.The modeled gravity was interpolated from observed gravity values.
 DL5267
 DL5267
 DL5267_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1616983682(NAD 83)
 DL5267
 DL5267                          SUPERSEDED SURVEY CONTROL
 DL5267
 DL5267  NAVD 88 (10/14/09)   59.112  (m)          193.94   (f) SUPERSEDED  1 2
 DL5267
 DL5267.Superseded values are not recommended for survey control.
 DL5267
 DL5267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5267.See file dsdata.pdf to determine how the superseded data were derived.
 DL5267
 DL5267_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DL5267_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL5267_SP_SET: DAM FLOOR
 DL5267_STAMPING: INTERNATIONAL T.W. 2007
 DL5267_MARK LOGO: NONE
 DL5267_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5267_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5267+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2022
 DL5267
 DL5267  HISTORY     - Date     Condition        Report By
 DL5267  HISTORY     - 2007     MONUMENTED       ONTAPW
 DL5267  HISTORY     - 20220913 GOOD             NGS
 DL5267
 DL5267                          STATION DESCRIPTION
 DL5267
 DL5267'DESCRIBED BY ONTARIO POWER GENERATION 2007
 DL5267'INTERNATIONAL T.W.  AT SAUNDERS-MOSES DAM, ON THE NORTH SIDE OF THE
 DL5267'INTERNATIONAL BORDER, BEING THE HIGHEST POINT OF A 3.5-INCH (9 CM)
 DL5267'DIAMETER BRASS DISK ENGRAVED INTERNATIONAL T. W.  AND LOCATED JUST
 DL5267'INSIDE OF THE SERVICE BAY ON THE SOUTHWEST SIDE OF UNIT 16.
 DL5267'
 DL5267'11.42 M (37.5 FT) NORTH-NORTHWEST OF BENCH MARK TD 16, 3.60 M (11.8
 DL5267'FT) NORTHWEST OF DOWNSTREAM OVERHEAD SERVICE BAY DOOR, 1.50 M (4.9 FT)
 DL5267'NORTHEAST OF UPSTREAM OVERHEAD SERVICE BAY DOOR, 0.17 M (0.6 FT)
 DL5267'NORTHEAST OF NE EDGE OF CONCRETE RAMP, 0.23 M (0.8 FT) BELOW THE
 DL5267'SURFACE OF THE CONCRETE RAMP AND SET FLUSH WITH THE CONCRETE SERVICE
 DL5267'BAY FLOOR.
 DL5267'
 DL5267'NOTE-NO STAMPING.
 DL5267
 DL5267                          STATION RECOVERY (2022)
 DL5267
 DL5267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (JAO)
 DL5267'THE MARK IS LOCATED SOME 5.3 KM (3.3 MI) WEST-SOUTHWEST OF CORNWALL,
 DL5267'ONTARIO, CANADA CITY HALL AND WITHIN THE GROUNDS FOR THE ROBERT H.
 DL5267'SAUNDERS POWER DAM, ST. LAWRENCE GENERATING STATION, OPERATED BY
 DL5267'ONTARIO POWER GENERATION (OPG).
 DL5267'
 DL5267'CONTACT THE ENGINEERING DEPARTMENT AT 613-932-3072 TO OBTAIN
 DL5267'PERMISSION TO ACCESS THE MARK.
 DL5267'
 DL5267'INTERNATIONAL T.W. IS JUST INSIDE FROM THE TAILRACE OF THE SAUNDERS
 DL5267'DAM, ON THE NORTH SIDE OF THE INTERNATIONAL BORDER, BEING THE HIGHEST
 DL5267'POINT OF A 3.5-INCH (9 CM) DIAMETER BRASS DISK ENGRAVED "INTERNATIONAL
 DL5267'T. W. 2007" AND LOCATED JUST INSIDE OF THE TAILRACE SERVICE BAY
 DL5267'ENTRANCE AND ON THE NORTHEAST SIDE AS ONE ENTERS THE SERVICE BAY
 DL5267'HALLWAY, IN THE FLOOR FOR THE OUTER SERVICE BAY HALLWAY ON THE
 DL5267'DOWNSTREAM SIDE SIDE FOR UNIT 16.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 PJ0197 ***********************************************************************
 PJ0197  DESIGNATION -  IRVINE POINT RANGE F LT
 PJ0197  PID         -  PJ0197
 PJ0197  STATE/COUNTY-  ON/FRONTENAC
 PJ0197  COUNTRY     -  CANADA
 PJ0197  NTS MAPSHEET-  WOLFE ISLAND (2020)
 PJ0197
 PJ0197                         *CURRENT SURVEY CONTROL
 PJ0197  ______________________________________________________________________
 PJ0197* NAD 83(1996) POSITION- 44 12 15.81705(N) 076 18 37.47847(W)   ADJUSTED
 PJ0197* NAVD 88 ORTHO HEIGHT -    87.    (meters)      285.    (feet) SCALED
 PJ0197  ______________________________________________________________________
 PJ0197  GEOID HEIGHT    -        -34.767 (meters)                     EGM08
 PJ0197  HORZ ORDER      -  THIRD
 PJ0197
 PJ0197.The positional and height information provided upon this datasheet are not
 PJ0197.officially recognized by the Government of Canada, provincial governments
 PJ0197.within Canada, nor are they intended to replace or substitute for them.
 PJ0197.The intent of sharing this data is to allow access to positions or heights
 PJ0197.recognized by the United States Government. Passive control that is used by
 PJ0197.both nations may share the same or similar designations or descriptions but
 PJ0197.do not share official positions or heights. The 'Station Description' may
 PJ0197.originate from a Canadian 'Station Report' and if so contains information
 PJ0197.licensed under the 'Open Government License - Canada'.
 PJ0197
 PJ0197.The horizontal coordinates were established by classical geodetic methods
 PJ0197.and adjusted by the National Geodetic Survey in January 1999.
 PJ0197
 PJ0197.The orthometric height was scaled from a topographic map.
 PJ0197
 PJ0197.Significant digits in the geoid height do not necessarily reflect accuracy.
 PJ0197
 PJ0197.Click photographs - Photos may exist for this station.
 PJ0197
 PJ0197. The following values were computed from the NAD 83(1996) position.
 PJ0197
 PJ0197;                    North         East     Units Scale Factor Converg.
 PJ0197;UTM  18      - 4,895,409.651   395,300.063   MT  0.99973482   -0 54 49.4
 PJ0197
 PJ0197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0197!UTM  18      -   0.99999182  x   0.99973482  =   0.99972664
 PJ0197
 PJ0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP9530095409(NAD 83)
 PJ0197
 PJ0197                          SUPERSEDED SURVEY CONTROL
 PJ0197
 PJ0197  NAD 83(1986)-  44 12 15.82002(N)    076 18 37.47362(W) AD(       ) 3
 PJ0197
 PJ0197.Superseded values are not recommended for survey control.
 PJ0197
 PJ0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0197.See file dsdata.pdf to determine how the superseded data were derived.
 PJ0197
 PJ0197_MARKER: 14 = NAVIGATION LIGHT
 PJ0197
 PJ0197  HISTORY     - Date     Condition        Report By
 PJ0197  HISTORY     - 1985     FIRST OBSERVED   NOS
 PJ0197
 PJ0197                          STATION DESCRIPTION
 PJ0197
 PJ0197'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (MWJ)
 PJ0197'THE STATION IS LOCATED NEAR IRVINE POINT ON WOLFE ISLAND
 PJ0197'IN CANADA.
 PJ0197'
 PJ0197'THE STATION IS BEST REACHED BY BOAT BUT PERMISSION MAY BE
 PJ0197'REQUIRED FROM THE CANADIANS.
 PJ0197'
 PJ0197'THE POINT INTERSECTED WAS THE HIGHEST VERTICAL POINT OF
 PJ0197'THE LIGHT ATOP THE WHITE SKELETAL TOWER WITH AN ORANGE
 PJ0197'AND BLACK DAYMARK.
 PJ0197'
 PJ0197'DESCRIBED BY M JOHNSON.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 PJ0198 ***********************************************************************
 PJ0198  DESIGNATION -  IRVINE POINT RANGE R LT
 PJ0198  PID         -  PJ0198
 PJ0198  STATE/COUNTY-  ON/FRONTENAC
 PJ0198  COUNTRY     -  CANADA
 PJ0198  NTS MAPSHEET-  WOLFE ISLAND (2020)
 PJ0198
 PJ0198                         *CURRENT SURVEY CONTROL
 PJ0198  ______________________________________________________________________
 PJ0198* NAD 83(1996) POSITION- 44 12 40.27525(N) 076 18 29.39082(W)   ADJUSTED
 PJ0198* NAVD 88 ORTHO HEIGHT -    99.    (meters)      325.    (feet) SCALED
 PJ0198  ______________________________________________________________________
 PJ0198  GEOID HEIGHT    -        -34.755 (meters)                     EGM08
 PJ0198  HORZ ORDER      -  THIRD
 PJ0198
 PJ0198.The positional and height information provided upon this datasheet are not
 PJ0198.officially recognized by the Government of Canada, provincial governments
 PJ0198.within Canada, nor are they intended to replace or substitute for them.
 PJ0198.The intent of sharing this data is to allow access to positions or heights
 PJ0198.recognized by the United States Government. Passive control that is used by
 PJ0198.both nations may share the same or similar designations or descriptions but
 PJ0198.do not share official positions or heights. The 'Station Description' may
 PJ0198.originate from a Canadian 'Station Report' and if so contains information
 PJ0198.licensed under the 'Open Government License - Canada'.
 PJ0198
 PJ0198.The horizontal coordinates were established by classical geodetic methods
 PJ0198.and adjusted by the National Geodetic Survey in January 1999.
 PJ0198
 PJ0198.The orthometric height was scaled from a topographic map.
 PJ0198
 PJ0198.Significant digits in the geoid height do not necessarily reflect accuracy.
 PJ0198
 PJ0198.Click photographs - Photos may exist for this station.
 PJ0198
 PJ0198. The following values were computed from the NAD 83(1996) position.
 PJ0198
 PJ0198;                    North         East     Units Scale Factor Converg.
 PJ0198;UTM  18      - 4,896,161.412   395,491.577   MT  0.99973432   -0 54 44.2
 PJ0198
 PJ0198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0198!UTM  18      -   0.99998996  x   0.99973432  =   0.99972429
 PJ0198
 PJ0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP9549196161(NAD 83)
 PJ0198
 PJ0198                          SUPERSEDED SURVEY CONTROL
 PJ0198
 PJ0198  NAD 83(1986)-  44 12 40.27826(N)    076 18 29.38569(W) AD(       ) 3
 PJ0198
 PJ0198.Superseded values are not recommended for survey control.
 PJ0198
 PJ0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0198.See file dsdata.pdf to determine how the superseded data were derived.
 PJ0198
 PJ0198_MARKER: 14 = NAVIGATION LIGHT
 PJ0198
 PJ0198  HISTORY     - Date     Condition        Report By
 PJ0198  HISTORY     - 1985     FIRST OBSERVED   NOS
 PJ0198
 PJ0198                          STATION DESCRIPTION
 PJ0198
 PJ0198'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (MWJ)
 PJ0198'THE STATION IS LOCATED NORTH OF IRVINE POINT ON WOLFE
 PJ0198'ISLAND IN CANADA.
 PJ0198'
 PJ0198'THE STATION IS BEST REACHED BY BOAT FROM CAPE VINCENT BUT
 PJ0198'PERMISSION MAY BE REQUIRED FROM THE CANADIANS.
 PJ0198'
 PJ0198'THE POINT INTERSECTED WAS THE HIGHEST VERTICAL POINT OF THE
 PJ0198'LIGHT ATOP THE WHITE SKELETAL TOWER WITH AN ORANGE AND BLACK
 PJ0198'DAYMARK.
 PJ0198'
 PJ0198'DESCRIBED BY M JOHNSON.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 PJ0199 ***********************************************************************
 PJ0199  DESIGNATION -  IRVINE PT
 PJ0199  PID         -  PJ0199
 PJ0199  STATE/COUNTY-  ON/FRONTENAC
 PJ0199  COUNTRY     -  CANADA
 PJ0199  NTS MAPSHEET-  WOLFE ISLAND (2020)
 PJ0199
 PJ0199                         *CURRENT SURVEY CONTROL
 PJ0199  ______________________________________________________________________
 PJ0199* NAD 83(1996) POSITION- 44 12 08.46581(N) 076 18 34.37592(W)   ADJUSTED
 PJ0199* NAVD 88 ORTHO HEIGHT -    75.    (meters)      246.    (feet) SCALED
 PJ0199  ______________________________________________________________________
 PJ0199  GEOID HEIGHT    -        -34.769 (meters)                     EGM08
 PJ0199  HORZ ORDER      -  THIRD
 PJ0199
 PJ0199.The positional and height information provided upon this datasheet are not
 PJ0199.officially recognized by the Government of Canada, provincial governments
 PJ0199.within Canada, nor are they intended to replace or substitute for them.
 PJ0199.The intent of sharing this data is to allow access to positions or heights
 PJ0199.recognized by the United States Government. Passive control that is used by
 PJ0199.both nations may share the same or similar designations or descriptions but
 PJ0199.do not share official positions or heights. The 'Station Description' may
 PJ0199.originate from a Canadian 'Station Report' and if so contains information
 PJ0199.licensed under the 'Open Government License - Canada'.
 PJ0199
 PJ0199.The horizontal coordinates were established by classical geodetic methods
 PJ0199.and adjusted by the National Geodetic Survey in January 1999.
 PJ0199
 PJ0199.The orthometric height was scaled from a topographic map.
 PJ0199
 PJ0199.Significant digits in the geoid height do not necessarily reflect accuracy.
 PJ0199
 PJ0199.Click photographs - Photos may exist for this station.
 PJ0199
 PJ0199. The following values were computed from the NAD 83(1996) position.
 PJ0199
 PJ0199;                    North         East     Units Scale Factor Converg.
 PJ0199;UTM  18      - 4,895,181.741   395,365.306   MT  0.99973465   -0 54 47.1
 PJ0199
 PJ0199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0199!UTM  18      -   0.99999366  x   0.99973465  =   0.99972831
 PJ0199
 PJ0199:                Primary Azimuth Mark                     Grid Az
 PJ0199:UTM  18      -  CARLETON TOWER                           181 39 38.0
 PJ0199
 PJ0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP9536595181(NAD 83)
 PJ0199
 PJ0199|---------------------------------------------------------------------|
 PJ0199| PID    Reference Object                     Distance      Geod. Az  |
 PJ0199|                                                           dddmmss.s |
 PJ0199| PJ0191 CARLETON TOWER                      APPROX. 2.4 KM 1804450.9 |
 PJ0199| PJ0182 BAYFIELD IS SINGLE STA RNG LT       APPROX. 1.8 KM 2391441.3 |
 PJ0199| PJ0315 REF MON 86 IWC 209 IWC               11.508 METERS 29145     |
 PJ0199|---------------------------------------------------------------------|
 PJ0199
 PJ0199                          SUPERSEDED SURVEY CONTROL
 PJ0199
 PJ0199  NAD 83(1986)-  44 12 08.46740(N)    076 18 34.37078(W) AD(       ) 3
 PJ0199
 PJ0199.Superseded values are not recommended for survey control.
 PJ0199
 PJ0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0199.See file dsdata.pdf to determine how the superseded data were derived.
 PJ0199
 PJ0199_MARKER: X = CHISELED CROSS
 PJ0199_SETTING: 0 = UNSPECIFIED SETTING
 PJ0199_MAGNETIC: N = NO MAGNETIC MATERIAL
 PJ0199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PJ0199
 PJ0199  HISTORY     - Date     Condition        Report By
 PJ0199  HISTORY     - 1985     MONUMENTED       NOS
 PJ0199
 PJ0199                          STATION DESCRIPTION
 PJ0199
 PJ0199'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (MWJ)
 PJ0199'THE STATION IS LOCATED IN CANADA ON IRVINE POINT ON WOLFE
 PJ0199'ISLAND APPROXIMATELY 5.0 MILES NORTH OF CAPE VINCENT, NEW YORK.
 PJ0199'
 PJ0199'TO REACH THE STATION FROM CAPE VINCENT, NEW YORK GO BY BOAT
 PJ0199'NORTH FOR APPROXIMATELY 5.0 MILES THE THE SOUTHERLY POINT AT
 PJ0199'IRVINE POINT AND THE AREA OF THE STATION.
 PJ0199'
 PJ0199'THE STATION IS A CHISLED X IN A CHISLED TRIANGLE IN BEDROCK.
 PJ0199'IT IS LOCATED 8.67 FEET EAST FROM A PIPE IN CONCRETE AND
 PJ0199'6.74 FEET ENE FROM A TREE.
 PJ0199'
 PJ0199'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 PJ0199'
 PJ0199'DESCRIBED BY M JOHNSON.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0926 ***********************************************************************
 TC0926  DESIGNATION -  ISLE
 TC0926  PID         -  TC0926
 TC0926  STATE/COUNTY-  ON/RAINY RIVER
 TC0926  COUNTRY     -  CANADA
 TC0926  NTS MAPSHEET-  PINEWOOD (2020)
 TC0926
 TC0926                         *CURRENT SURVEY CONTROL
 TC0926  ______________________________________________________________________
 TC0926* NAD 83(1996) POSITION- 48 38 47.28238(N) 094 08 34.08312(W)   ADJUSTED
 TC0926* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 TC0926  ______________________________________________________________________
 TC0926  GEOID HEIGHT    -        -29.456 (meters)                     EGM08
 TC0926  HORZ ORDER      -  THIRD
 TC0926
 TC0926.The positional and height information provided upon this datasheet are not
 TC0926.officially recognized by the Government of Canada, provincial governments
 TC0926.within Canada, nor are they intended to replace or substitute for them.
 TC0926.The intent of sharing this data is to allow access to positions or heights
 TC0926.recognized by the United States Government. Passive control that is used by
 TC0926.both nations may share the same or similar designations or descriptions but
 TC0926.do not share official positions or heights. The 'Station Description' may
 TC0926.originate from a Canadian 'Station Report' and if so contains information
 TC0926.licensed under the 'Open Government License - Canada'.
 TC0926
 TC0926.The horizontal coordinates were established by classical geodetic methods
 TC0926.and adjusted by the National Geodetic Survey in March 1999.
 TC0926
 TC0926.The orthometric height was scaled from a topographic map.
 TC0926
 TC0926.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0926
 TC0926.Click photographs - Photos may exist for this station.
 TC0926
 TC0926. The following values were computed from the NAD 83(1996) position.
 TC0926
 TC0926;                    North         East     Units Scale Factor Converg.
 TC0926;UTM  15      - 5,388,786.634   415,823.372   MT  0.99968705   -0 51 28.4
 TC0926
 TC0926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0926!UTM  15      -   0.99995347  x   0.99968705  =   0.99964054
 TC0926
 TC0926:                Primary Azimuth Mark                     Grid Az
 TC0926:UTM  15      -  OBIL                                     121 11 55.6
 TC0926
 TC0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP1582388786(NAD 83)
 TC0926
 TC0926|---------------------------------------------------------------------|
 TC0926| PID    Reference Object                     Distance      Geod. Az  |
 TC0926|                                                           dddmmss.s |
 TC0926| TC0955 MCLOUD                              265.133 METERS 07153     |
 TC0926| TC0973 OBIL                                431.758 METERS 1202027.2 |
 TC0926| TC1061 REF MON 140                          39.786 METERS 26925     |
 TC0926|---------------------------------------------------------------------|
 TC0926
 TC0926                          SUPERSEDED SURVEY CONTROL
 TC0926
 TC0926  NAD 83(1986)-  48 38 47.26705(N)    094 08 34.07627(W) AD(       ) 3
 TC0926
 TC0926.Superseded values are not recommended for survey control.
 TC0926
 TC0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0926.See file dsdata.pdf to determine how the superseded data were derived.
 TC0926
 TC0926_MARKER: X = CHISELED CROSS
 TC0926_SETTING: 80 = SET IN A BOULDER
 TC0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0926+STABILITY: SURFACE MOTION
 TC0926
 TC0926  HISTORY     - Date     Condition        Report By
 TC0926  HISTORY     - 1914     MONUMENTED       IBC
 TC0926
 TC0926                          STATION DESCRIPTION
 TC0926
 TC0926'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC0926'ON A SANDY PROJECTION ON THE WEST END OF A LARGE ISLAND IN RAINY
 TC0926'RIVER, ABOUT 1 MILE EAST OF THE BOUCHERVILLE (ONTARIO) POST OFFICE.
 TC0926'THE STATION IS ABOUT ONE - THIRD METER ABOVE THE WATER.
 TC0926'
 TC0926'STATION MARK--A CROSS CUT IN A STONE.  SUBSURFACE MARK IS A BALL OF
 TC0926'WIRE.  REFERENCE MONUMENT 140 IS 39.79 METERS EAST OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1137 ***********************************************************************
 RJ1137  DESIGNATION -  ISLE PARISIENNE LH 1943
 RJ1137  PID         -  RJ1137
 RJ1137  STATE/COUNTY-  ON/ALGOMA
 RJ1137  COUNTRY     -  CANADA
 RJ1137  NTS MAPSHEET-  ILE PARISIENNE (2020)
 RJ1137
 RJ1137                         *CURRENT SURVEY CONTROL
 RJ1137  ______________________________________________________________________
 RJ1137* NAD 83(1986) POSITION- 46 38 42.89136(N) 084 43 26.50682(W)   ADJUSTED
 RJ1137* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ1137  ______________________________________________________________________
 RJ1137  GEOID HEIGHT    -        -36.936 (meters)                     EGM08
 RJ1137  HORZ ORDER      -  THIRD
 RJ1137
 RJ1137.The positional and height information provided upon this datasheet are not
 RJ1137.officially recognized by the Government of Canada, provincial governments
 RJ1137.within Canada, nor are they intended to replace or substitute for them.
 RJ1137.The intent of sharing this data is to allow access to positions or heights
 RJ1137.recognized by the United States Government. Passive control that is used by
 RJ1137.both nations may share the same or similar designations or descriptions but
 RJ1137.do not share official positions or heights. The 'Station Description' may
 RJ1137.originate from a Canadian 'Station Report' and if so contains information
 RJ1137.licensed under the 'Open Government License - Canada'.
 RJ1137
 RJ1137.The horizontal coordinates were established by classical geodetic methods
 RJ1137.and adjusted by the National Geodetic Survey in July 1986.
 RJ1137
 RJ1137.The orthometric height was scaled from a topographic map.
 RJ1137
 RJ1137.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1137
 RJ1137.Click photographs - Photos may exist for this station.
 RJ1137
 RJ1137. The following values were computed from the NAD 83(1986) position.
 RJ1137
 RJ1137;                    North         East     Units Scale Factor Converg.
 RJ1137;UTM  16      - 5,168,258.966   674,171.320   MT  0.99997288   +1 39 19.1
 RJ1137
 RJ1137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1137!UTM  16      -   0.99997820  x   0.99997288  =   0.99995108
 RJ1137
 RJ1137:                Primary Azimuth Mark                     Grid Az
 RJ1137:UTM  16      -  SOUTH GROS CAP USLS 1893                 138 28 15.2
 RJ1137
 RJ1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS7417168258(NAD 83)
 RJ1137
 RJ1137|---------------------------------------------------------------------|
 RJ1137| PID    Reference Object                     Distance      Geod. Az  |
 RJ1137|                                                           dddmmss.s |
 RJ1137| RJ1138 REF MON 43 IWC 1912                  14.920 METERS 03928     |
 RJ1137| RJ1131 SOUTH GROS CAP USLS 1893            APPROX.16.2 KM 1400734.3 |
 RJ1137| RJ0270 909 9004 IROQUOIS LH                APPROX.19.2 KM 1583108.9 |
 RJ1137| RJ1100 MISSION HILL LOT                    APPROX.19.6 KM 1691257.2 |
 RJ1137|---------------------------------------------------------------------|
 RJ1137
 RJ1137                          SUPERSEDED SURVEY CONTROL
 RJ1137
 RJ1137  NAD 27      -  46 38 42.81400(N)    084 43 26.24900(W) AD(       ) 3
 RJ1137
 RJ1137.Superseded values are not recommended for survey control.
 RJ1137
 RJ1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1137.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1137
 RJ1137_MARKER: 13 = LIGHTHOUSE
 RJ1137
 RJ1137  HISTORY     - Date     Condition        Report By
 RJ1137  HISTORY     - 1943     FIRST OBSERVED   IBC
 RJ1137  HISTORY     - 1968     GOOD             USACE
 RJ1137
 RJ1137                          STATION DESCRIPTION
 RJ1137
 RJ1137'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ1137'ON SW END OF PARISIAN ISLAND, ABOUT 17 MILES NW OF THE SOURCE OF
 RJ1137'ST MARYS RIVER.  A LIGHT GRAY HEXAGONAL CONCRETE TOWER ABOUT 65 FEET
 RJ1137'HIGH WITH RED TOP ERECTED IN 1912.  CAN BE OCCUPIED ECCENTRICALLY
 RJ1137'ON THE WALKWAY AROUND THE LANTERN HOUSE.
 RJ1137'
 RJ1137'STATION MARK IS THE APEX OF THE CONICAL ROOF OVER THE CENTER OF
 RJ1137'THE STRUCTURE.
 RJ1137'
 RJ1137'REFERENCE MONUMENT 43 IS 48.95 FEET DISTANT, N 39 DEG 28 MIN E.
 RJ1137
 RJ1137                          STATION RECOVERY (1968)
 RJ1137
 RJ1137'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1968
 RJ1137'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TB1020 ***********************************************************************
 TB1020  DESIGNATION -  JESSE
 TB1020  PID         -  TB1020
 TB1020  STATE/COUNTY-  ON/RAINY RIVER
 TB1020  COUNTRY     -  CANADA
 TB1020  NTS MAPSHEET-  EMO (2020)
 TB1020
 TB1020                         *CURRENT SURVEY CONTROL
 TB1020  ______________________________________________________________________
 TB1020* NAD 83(1996) POSITION- 48 38 04.21095(N) 093 52 35.99353(W)   ADJUSTED
 TB1020* NAVD 88 ORTHO HEIGHT -   344.    (meters)     1129.    (feet) SCALED
 TB1020  ______________________________________________________________________
 TB1020  GEOID HEIGHT    -        -29.807 (meters)                     EGM08
 TB1020  HORZ ORDER      -  SECOND
 TB1020
 TB1020.The positional and height information provided upon this datasheet are not
 TB1020.officially recognized by the Government of Canada, provincial governments
 TB1020.within Canada, nor are they intended to replace or substitute for them.
 TB1020.The intent of sharing this data is to allow access to positions or heights
 TB1020.recognized by the United States Government. Passive control that is used by
 TB1020.both nations may share the same or similar designations or descriptions but
 TB1020.do not share official positions or heights. The 'Station Description' may
 TB1020.originate from a Canadian 'Station Report' and if so contains information
 TB1020.licensed under the 'Open Government License - Canada'.
 TB1020
 TB1020.The horizontal coordinates were established by classical geodetic methods
 TB1020.and adjusted by the National Geodetic Survey in March 1999.
 TB1020
 TB1020.The orthometric height was scaled from a topographic map.
 TB1020
 TB1020.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB1020
 TB1020.Click photographs - Photos may exist for this station.
 TB1020
 TB1020. The following values were computed from the NAD 83(1996) position.
 TB1020
 TB1020;                    North         East     Units Scale Factor Converg.
 TB1020;UTM  15      - 5,387,197.375   435,410.968   MT  0.99965125   -0 39 28.7
 TB1020
 TB1020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TB1020!UTM  15      -   0.99995070  x   0.99965125  =   0.99960197
 TB1020
 TB1020:                Primary Azimuth Mark                     Grid Az
 TB1020:UTM  15      -  RUB                                      286 00 30.1
 TB1020
 TB1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP3541087197(NAD 83)
 TB1020
 TB1020|---------------------------------------------------------------------|
 TB1020| PID    Reference Object                     Distance      Geod. Az  |
 TB1020|                                                           dddmmss.s |
 TB1020| CO7020 JESSE RM                             54.360 METERS 07031     |
 TB1020| TB1019 RUB                                 APPROX. 0.9 KM 2852101.4 |
 TB1020|---------------------------------------------------------------------|
 TB1020
 TB1020                          SUPERSEDED SURVEY CONTROL
 TB1020
 TB1020  NAD 83(1986)-  48 38 04.19661(N)    093 52 35.99952(W) AD(       ) 2
 TB1020  NAD 27      -  48 38 04.35182(N)    093 52 35.38947(W) AD(       ) 2
 TB1020  USSD        -  48 38 05.00500(N)    093 52 35.01900(W) AD(       ) 3
 TB1020
 TB1020.Superseded values are not recommended for survey control.
 TB1020
 TB1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB1020.See file dsdata.pdf to determine how the superseded data were derived.
 TB1020
 TB1020_MARKER: DS = TRIANGULATION STATION DISK
 TB1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TB1020
 TB1020  HISTORY     - Date     Condition        Report By
 TB1020  HISTORY     - 1923     MONUMENTED       CGS
 TB1020
 TB1020                          STATION DESCRIPTION
 TB1020
 TB1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (CMD)
 TB1020'ABOUT 1-3/4 MILES WEST OF EMO, AT CURVE OF CANADIAN NATIONAL
 TB1020'RAILWAY, 431 METERS (1,414 FEET) EAST OF MILEPOST 111, 35 METERS
 TB1020'(115 FEET) WEST OF BRIDGE NO. 110.72, ON EXTENSION OF NORTH
 TB1020'RAIL FROM EAST, AND 7.313 METERS (23.99) FEET SOUTH OF EXTENSION
 TB1020'OF SOUTH RAIL FROM WEST.  SURFACE AND UNDERGROUND MARKS ARE
 TB1020'STANDARD STATION DISKS IN CONCRETE.  REFERENCE
 TB1020'MARK IS STANDARD REFERENCE DISK IN CONCRETE,
 TB1020'54.36 METERS (178.3 FEET) FROM STATION N 70 DEG 31 MIN E.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1009 ***********************************************************************
 RJ1009  DESIGNATION -  JIM IBC 1943
 RJ1009  PID         -  RJ1009
 RJ1009  STATE/COUNTY-  ON/ALGOMA
 RJ1009  COUNTRY     -  CANADA
 RJ1009  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ1009
 RJ1009                         *CURRENT SURVEY CONTROL
 RJ1009  ______________________________________________________________________
 RJ1009* NAD 83(1986) POSITION- 46 29 45.80681(N) 084 16 59.39568(W)   ADJUSTED
 RJ1009* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ1009  ______________________________________________________________________
 RJ1009  GEOID HEIGHT    -        -37.164 (meters)                     EGM08
 RJ1009  HORZ ORDER      -  THIRD
 RJ1009
 RJ1009.The positional and height information provided upon this datasheet are not
 RJ1009.officially recognized by the Government of Canada, provincial governments
 RJ1009.within Canada, nor are they intended to replace or substitute for them.
 RJ1009.The intent of sharing this data is to allow access to positions or heights
 RJ1009.recognized by the United States Government. Passive control that is used by
 RJ1009.both nations may share the same or similar designations or descriptions but
 RJ1009.do not share official positions or heights. The 'Station Description' may
 RJ1009.originate from a Canadian 'Station Report' and if so contains information
 RJ1009.licensed under the 'Open Government License - Canada'.
 RJ1009
 RJ1009.The horizontal coordinates were established by classical geodetic methods
 RJ1009.and adjusted by the National Geodetic Survey in July 1986.
 RJ1009
 RJ1009.The orthometric height was scaled from a topographic map.
 RJ1009
 RJ1009.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1009
 RJ1009.Click photographs - Photos may exist for this station.
 RJ1009
 RJ1009. The following values were computed from the NAD 83(1986) position.
 RJ1009
 RJ1009;                    North         East     Units Scale Factor Converg.
 RJ1009;UTM  16      - 5,152,751.738   708,478.924   MT  1.00013428   +1 58 16.7
 RJ1009
 RJ1009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1009!UTM  16      -   0.99997824  x   1.00013428  =   1.00011251
 RJ1009
 RJ1009:                Primary Azimuth Mark                     Grid Az
 RJ1009:UTM  16      -  WESLEY                                   092 33 19.3
 RJ1009
 RJ1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0847852751(NAD 83)
 RJ1009
 RJ1009|---------------------------------------------------------------------|
 RJ1009| PID    Reference Object                     Distance      Geod. Az  |
 RJ1009|                                                           dddmmss.s |
 RJ1009| RJ1024 WESLEY                              416.146 METERS 0943136.0 |
 RJ1009| RJ1008 BAYFIELD ROCK FRONT RANGE LT        APPROX. 0.8 KM 1793250.6 |
 RJ1009| RJ1014 COAST GUARD LOOKOUT NO 3            APPROX. 1.9 KM 2270637.8 |
 RJ1009|---------------------------------------------------------------------|
 RJ1009
 RJ1009                          SUPERSEDED SURVEY CONTROL
 RJ1009
 RJ1009  NAD 27      -  46 29 45.73200(N)    084 16 59.25900(W) AD(       ) 3
 RJ1009
 RJ1009.Superseded values are not recommended for survey control.
 RJ1009
 RJ1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1009.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1009
 RJ1009_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ1009_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ1009+WITH SETTING: PAVEMENT
 RJ1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1009+STABILITY: SURFACE MOTION
 RJ1009
 RJ1009  HISTORY     - Date     Condition        Report By
 RJ1009  HISTORY     - 1943     MONUMENTED       IBC
 RJ1009  HISTORY     - 1958     GOOD             IBC
 RJ1009
 RJ1009                          STATION DESCRIPTION
 RJ1009
 RJ1009'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ1009'ON A SMALL BRUSHY POINT 3/4 MILES DOWNSTREAM FROM TOPSAIL ISLAND
 RJ1009'AND JUST W OF A NEARBY MARSHY STREAM.  IT IS 70 FEET N OF POINT, 14
 RJ1009'FEET NW OF HIGH - WATER MARK AND 4 FEET ABOVE, 4 FEET W OF TOP OF
 RJ1009'BANK, 2 FEET NW OF BOAT HOUSE, 3 FT FROM NO CORNER.
 RJ1009'
 RJ1009'STATION MARK IS A STANDARD I B C BRONZE - DISK STATION MARK SET IN
 RJ1009'CONCRETE CYLINDER 7 INCHES BY 20 INCHES SET WITH TOP 6 INCHES
 RJ1009'ABOVE THE GROUND.  SUBSURFACE MARK IS A STEEL PUNCH 1/2 INCH IN
 RJ1009'DIAMETER AND 6 INCHES LONG, SET IN CONCRETE MASS 16 INCHES
 RJ1009'UNDERGROUND, ON IMPACTED STONES.
 RJ1009
 RJ1009                          STATION RECOVERY (1958)
 RJ1009
 RJ1009'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ1009'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0929 ***********************************************************************
 TC0929  DESIGNATION -  JOE
 TC0929  PID         -  TC0929
 TC0929  STATE/COUNTY-  ON/RAINY RIVER
 TC0929  COUNTRY     -  CANADA
 TC0929  NTS MAPSHEET-  PINEWOOD (2020)
 TC0929
 TC0929                         *CURRENT SURVEY CONTROL
 TC0929  ______________________________________________________________________
 TC0929* NAD 83(1996) POSITION- 48 39 02.93397(N) 094 10 54.03951(W)   ADJUSTED
 TC0929* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 TC0929  ______________________________________________________________________
 TC0929  GEOID HEIGHT    -        -29.416 (meters)                     EGM08
 TC0929  HORZ ORDER      -  THIRD
 TC0929
 TC0929.The positional and height information provided upon this datasheet are not
 TC0929.officially recognized by the Government of Canada, provincial governments
 TC0929.within Canada, nor are they intended to replace or substitute for them.
 TC0929.The intent of sharing this data is to allow access to positions or heights
 TC0929.recognized by the United States Government. Passive control that is used by
 TC0929.both nations may share the same or similar designations or descriptions but
 TC0929.do not share official positions or heights. The 'Station Description' may
 TC0929.originate from a Canadian 'Station Report' and if so contains information
 TC0929.licensed under the 'Open Government License - Canada'.
 TC0929
 TC0929.The horizontal coordinates were established by classical geodetic methods
 TC0929.and adjusted by the National Geodetic Survey in March 1999.
 TC0929
 TC0929.The orthometric height was scaled from a topographic map.
 TC0929
 TC0929.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0929
 TC0929.Click photographs - Photos may exist for this station.
 TC0929
 TC0929. The following values were computed from the NAD 83(1996) position.
 TC0929
 TC0929;                    North         East     Units Scale Factor Converg.
 TC0929;UTM  15      - 5,389,313.509   412,967.313   MT  0.99969306   -0 53 13.7
 TC0929
 TC0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0929!UTM  15      -   0.99995346  x   0.99969306  =   0.99964654
 TC0929
 TC0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP1296789313(NAD 83)
 TC0929
 TC0929|---------------------------------------------------------------------|
 TC0929| PID    Reference Object                     Distance      Geod. Az  |
 TC0929|                                                           dddmmss.s |
 TC0929| TC0903 FARM                                360.201 METERS 09653     |
 TC0929| TC0905 FIRE                                361.749 METERS 16131     |
 TC0929| TC1252 WEED                                348.987 METERS 21852     |
 TC0929|---------------------------------------------------------------------|
 TC0929
 TC0929                          SUPERSEDED SURVEY CONTROL
 TC0929
 TC0929  NAD 83(1986)-  48 39 02.91795(N)    094 10 54.03176(W) AD(       ) 3
 TC0929
 TC0929.Superseded values are not recommended for survey control.
 TC0929
 TC0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0929.See file dsdata.pdf to determine how the superseded data were derived.
 TC0929
 TC0929_MARKER: X = CHISELED CROSS
 TC0929_SETTING: 80 = SET IN A BOULDER
 TC0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0929+STABILITY: SURFACE MOTION
 TC0929
 TC0929  HISTORY     - Date     Condition        Report By
 TC0929  HISTORY     - 1914     MONUMENTED       IBC
 TC0929
 TC0929                          STATION DESCRIPTION
 TC0929
 TC0929'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC0929'ON THE NORTH BANK OF RAINY RIVER, ABOUT SEVEN - EIGHTHS MILE WEST OF
 TC0929'THE BOUCHERVILLE (ONTARIO) POST OFFICE.  THE STATION IS ON A SMALL
 TC0929'BENCH ABOUT 3 METERS SQUARE, ABOUT 3 METERS ABOVE, AND 4 METERS BACK
 TC0929'FROM THE RIVERS EDGE.
 TC0929'
 TC0929'STATION MARK--A CROSS CUT IN A STONE.  SUBSURFACE MARK IS A BALL OF
 TC0929'WIRE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TA0123 ***********************************************************************
 TA0123  DESIGNATION -  JOHN
 TA0123  PID         -  TA0123
 TA0123  STATE/COUNTY-  ON/THUNDER BAY
 TA0123  COUNTRY     -  CANADA
 TA0123  NTS MAPSHEET-  MOWE LAKE (2020)
 TA0123
 TA0123                         *CURRENT SURVEY CONTROL
 TA0123  ______________________________________________________________________
 TA0123* NAD 83(1996) POSITION- 48 18 24.08565(N) 090 48 21.32655(W)   ADJUSTED
 TA0123* NAVD 88 ORTHO HEIGHT -   472.    (meters)     1549.    (feet) SCALED
 TA0123  ______________________________________________________________________
 TA0123  GEOID HEIGHT    -        -32.824 (meters)                     EGM08
 TA0123  HORZ ORDER      -  FIRST
 TA0123
 TA0123.The positional and height information provided upon this datasheet are not
 TA0123.officially recognized by the Government of Canada, provincial governments
 TA0123.within Canada, nor are they intended to replace or substitute for them.
 TA0123.The intent of sharing this data is to allow access to positions or heights
 TA0123.recognized by the United States Government. Passive control that is used by
 TA0123.both nations may share the same or similar designations or descriptions but
 TA0123.do not share official positions or heights. The 'Station Description' may
 TA0123.originate from a Canadian 'Station Report' and if so contains information
 TA0123.licensed under the 'Open Government License - Canada'.
 TA0123
 TA0123.The horizontal coordinates were established by classical geodetic methods
 TA0123.and adjusted by the National Geodetic Survey in March 1999.
 TA0123
 TA0123.The orthometric height was scaled from a topographic map.
 TA0123
 TA0123.Significant digits in the geoid height do not necessarily reflect accuracy.
 TA0123
 TA0123.Click photographs - Photos may exist for this station.
 TA0123
 TA0123. The following values were computed from the NAD 83(1996) position.
 TA0123
 TA0123;                    North         East     Units Scale Factor Converg.
 TA0123;UTM  15      - 5,352,715.095   662,691.251   MT  0.99992522   +1 38 19.4
 TA0123
 TA0123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TA0123!UTM  15      -   0.99993114  x   0.99992522  =   0.99985636
 TA0123
 TA0123:                Primary Azimuth Mark                     Grid Az
 TA0123:UTM  15      -  MOWE                                     033 26 56.0
 TA0123
 TA0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UXP6269152715(NAD 83)
 TA0123
 TA0123|---------------------------------------------------------------------|
 TA0123| PID    Reference Object                     Distance      Geod. Az  |
 TA0123|                                                           dddmmss.s |
 TA0123| TA0115 MOWE                                APPROX. 7.9 KM 0350515.4 |
 TA0123|---------------------------------------------------------------------|
 TA0123
 TA0123                          SUPERSEDED SURVEY CONTROL
 TA0123
 TA0123  NAD 83(1986)-  48 18 24.08084(N)    090 48 21.30237(W) AD(       ) 1
 TA0123  NAD 27      -  48 18 24.48800(N)    090 48 20.91800(W) AD(       ) 1
 TA0123
 TA0123.Superseded values are not recommended for survey control.
 TA0123
 TA0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TA0123.See file dsdata.pdf to determine how the superseded data were derived.
 TA0123
 TA0123_MARKER: B = BOLT
 TA0123_SETTING: 0 = UNSPECIFIED SETTING
 TA0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TA0123
 TA0123  HISTORY     - Date     Condition        Report By
 TA0123  HISTORY     - 1915     MONUMENTED       GSC
 TA0123
 TA0123                          STATION DESCRIPTION
 TA0123
 TA0123'DESCRIBED BY GEODETIC SURVEY OF CANADA 1915
 TA0123'ON PROMINENT ROCK OUTCROP ON HEAVILY WOODED HILL, ABOUT 1
 TA0123'MILE NORTH OF NORTHEAST ARM OF SAGANAGA LAKE, ABOUT 1-1/2
 TA0123'MILES FROM NORTHEAST END OF LAKE, AND BEHIND MORE EASTERLY
 TA0123'OF TWO LARGE ISLANDS.  TRAIL LEADS ALMOST DUE NORTH ALONG RAVINE
 TA0123'AND TURNS SLIGHTLY TO WEST OVER HIGHER GROUND ONTO RIDGE WHERE
 TA0123'STATION IS LOCATED.  MARKED BY COPPER BOLT STAMPED G.S.C. 1915
 TA0123'IN SOLID ROCK WITHIN TRIANGLE CUT IN ROCK.  THREE REFERENCE
 TA0123'BOLTS ARE AS FOLLOWS--NO. 1, 12.54 METERS (41.1 FEET) FROM
 TA0123'STATION S 77 DEG 07 MIN E.  NO. 2, 12.53 METERS
 TA0123'(41.1 FEET) FROM STATION S 18 DEG 29 MIN W.  AND NO. 3,
 TA0123'15.17 METERS (49.8 FEET) FROM STATION N 49 DEG 40 MIN W.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0895 ***********************************************************************
 RJ0895  DESIGNATION -  JOSEPH IBC 1944
 RJ0895  PID         -  RJ0895
 RJ0895  STATE/COUNTY-  ON/ALGOMA
 RJ0895  COUNTRY     -  CANADA
 RJ0895  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ0895
 RJ0895                         *CURRENT SURVEY CONTROL
 RJ0895  ______________________________________________________________________
 RJ0895* NAD 83(1986) POSITION- 46 19 00.97818(N) 084 06 26.99038(W)   ADJUSTED
 RJ0895* NAVD 88 ORTHO HEIGHT -   179.    (meters)      587.    (feet) SCALED
 RJ0895  ______________________________________________________________________
 RJ0895  GEOID HEIGHT    -        -37.088 (meters)                     EGM08
 RJ0895  HORZ ORDER      -  THIRD
 RJ0895
 RJ0895.The positional and height information provided upon this datasheet are not
 RJ0895.officially recognized by the Government of Canada, provincial governments
 RJ0895.within Canada, nor are they intended to replace or substitute for them.
 RJ0895.The intent of sharing this data is to allow access to positions or heights
 RJ0895.recognized by the United States Government. Passive control that is used by
 RJ0895.both nations may share the same or similar designations or descriptions but
 RJ0895.do not share official positions or heights. The 'Station Description' may
 RJ0895.originate from a Canadian 'Station Report' and if so contains information
 RJ0895.licensed under the 'Open Government License - Canada'.
 RJ0895
 RJ0895.The horizontal coordinates were established by classical geodetic methods
 RJ0895.and adjusted by the National Geodetic Survey in July 1986.
 RJ0895
 RJ0895.The orthometric height was scaled from a topographic map.
 RJ0895
 RJ0895.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0895
 RJ0895.Click photographs - Photos may exist for this station.
 RJ0895
 RJ0895. The following values were computed from the NAD 83(1986) position.
 RJ0895
 RJ0895;                    North         East     Units Scale Factor Converg.
 RJ0895;UTM  16      - 5,133,329.161   722,686.695   MT  1.00020962   +2 05 33.5
 RJ0895
 RJ0895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0895!UTM  16      -   0.99997775  x   1.00020962  =   1.00018737
 RJ0895
 RJ0895:                Primary Azimuth Mark                     Grid Az
 RJ0895:UTM  16      -  59 NEEBISH                               245 10 47.0
 RJ0895
 RJ0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2268633329(NAD 83)
 RJ0895
 RJ0895|---------------------------------------------------------------------|
 RJ0895| PID    Reference Object                     Distance      Geod. Az  |
 RJ0895|                                                           dddmmss.s |
 RJ0895| RJ0891 REF MON 19 IBC 1944                 318.040 METERS 08224     |
 RJ0895| RJ0933 59 NEEBISH                          APPROX. 1.7 KM 2471620.5 |
 RJ0895| RJ0916 HARWOOD PT FRONT RNG RED LIGHT      APPROX. 1.1 KM 2960415.5 |
 RJ0895| RJ0912 HARWOOD PT FRNT RNG WHITE LGHT      APPROX. 1.1 KM 2972705.8 |
 RJ0895|---------------------------------------------------------------------|
 RJ0895
 RJ0895                          SUPERSEDED SURVEY CONTROL
 RJ0895
 RJ0895  NAD 27      -  46 19 00.91900(N)    084 06 26.88900(W) AD(       ) 3
 RJ0895
 RJ0895.Superseded values are not recommended for survey control.
 RJ0895
 RJ0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0895.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0895
 RJ0895_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0895_SETTING: 80 = SET IN A BOULDER
 RJ0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0895+STABILITY: SURFACE MOTION
 RJ0895
 RJ0895  HISTORY     - Date     Condition        Report By
 RJ0895  HISTORY     - 1944     MONUMENTED       IBC
 RJ0895  HISTORY     - 1958     GOOD             IBC
 RJ0895
 RJ0895                          STATION DESCRIPTION
 RJ0895
 RJ0895'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RJ0895'ON A LONG NARROW POINT ON THE N SHORE OF ST JOSEPH ISLAND, 1/2 MILE
 RJ0895'E OF STRIBLING POINT, AND ACROSS THE EAST NEEBISH CHANNEL FROM
 RJ0895'HARWOOD POINT, THE SE POINT OF SUGAR ISLAND.  IT IS 10 FEET N TO
 RJ0895'THE WATER ON THE POINT AND ABOUT 25 FEET TO THE WATER ON THE E AND
 RJ0895'W SIDES OF THE POINT.  THE ROCKY POINT IS COVERED BY ALDERS GROWING
 RJ0895'OUT TO THE EDGE OF THE WATER.
 RJ0895'
 RJ0895'STATION MARK IS A STANDARD I B C BRONZE DISK SET IN A DRILL HOLE IN A
 RJ0895'FLAT ROCK 3 BY 3 FEET WITH ITS TOP 6 INCHES ABOVE THE GROUND.
 RJ0895
 RJ0895                          STATION RECOVERY (1958)
 RJ0895
 RJ0895'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0895'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TB1112 ***********************************************************************
 TB1112  DESIGNATION -  JOY
 TB1112  PID         -  TB1112
 TB1112  STATE/COUNTY-  ON/RAINY RIVER
 TB1112  COUNTRY     -  CANADA
 TB1112  NTS MAPSHEET-  SEINE BAY (2020)
 TB1112
 TB1112                         *CURRENT SURVEY CONTROL
 TB1112  ______________________________________________________________________
 TB1112* NAD 83(1996) POSITION- 48 32 35.87818(N) 092 37 53.65364(W)   ADJUSTED
 TB1112* NAVD 88 ORTHO HEIGHT -   338.    (meters)     1109.    (feet) SCALED
 TB1112  ______________________________________________________________________
 TB1112  GEOID HEIGHT    -        -31.843 (meters)                     EGM08
 TB1112  HORZ ORDER      -  SECOND
 TB1112
 TB1112.The positional and height information provided upon this datasheet are not
 TB1112.officially recognized by the Government of Canada, provincial governments
 TB1112.within Canada, nor are they intended to replace or substitute for them.
 TB1112.The intent of sharing this data is to allow access to positions or heights
 TB1112.recognized by the United States Government. Passive control that is used by
 TB1112.both nations may share the same or similar designations or descriptions but
 TB1112.do not share official positions or heights. The 'Station Description' may
 TB1112.originate from a Canadian 'Station Report' and if so contains information
 TB1112.licensed under the 'Open Government License - Canada'.
 TB1112
 TB1112.The horizontal coordinates were established by classical geodetic methods
 TB1112.and adjusted by the National Geodetic Survey in March 1999.
 TB1112
 TB1112.The orthometric height was scaled from a topographic map.
 TB1112
 TB1112.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB1112
 TB1112.Click photographs - Photos may exist for this station.
 TB1112
 TB1112. The following values were computed from the NAD 83(1996) position.
 TB1112
 TB1112;                    North         East     Units Scale Factor Converg.
 TB1112;UTM  15      - 5,376,754.100   527,193.362   MT  0.99960909   +0 16 34.0
 TB1112
 TB1112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TB1112!UTM  15      -   0.99995197  x   0.99960909  =   0.99956108
 TB1112
 TB1112:                Primary Azimuth Mark                     Grid Az
 TB1112:UTM  15      -  BOUNDARY LATE                            272 47 07.2
 TB1112
 TB1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UWP2719376754(NAD 83)
 TB1112
 TB1112|---------------------------------------------------------------------|
 TB1112| PID    Reference Object                     Distance      Geod. Az  |
 TB1112|                                                           dddmmss.s |
 TB1112| CJ3145 JOY RM                                6.416 METERS 03005     |
 TB1112| TB1114 BOUNDARY LATE                       APPROX. 6.7 KM 2730341.2 |
 TB1112|---------------------------------------------------------------------|
 TB1112
 TB1112                          SUPERSEDED SURVEY CONTROL
 TB1112
 TB1112  NAD 83(1986)-  48 32 35.88003(N)    092 37 53.69042(W) AD(       ) 2
 TB1112  NAD 27      -  48 32 36.26606(N)    092 37 53.20799(W) AD(       ) 2
 TB1112  USSD        -  48 32 36.63700(N)    092 37 52.89700(W) AD(       ) 3
 TB1112
 TB1112.Superseded values are not recommended for survey control.
 TB1112
 TB1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB1112.See file dsdata.pdf to determine how the superseded data were derived.
 TB1112
 TB1112
 TB1112  HISTORY     - Date     Condition        Report By
 TB1112  HISTORY     - 1923     MONUMENTED       CGS
 TB1112  HISTORY     - 1925     GOOD             CGS
 TB1112
 TB1112                          STATION DESCRIPTION
 TB1112
 TB1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 TB1112'ON RAINY LAKE, ABOUT 34 MILES EAST OF RAINER, MINN., AND
 TB1112'ON SOUTHERMOST POINT OF BREEZY ISLAND WHICH IS ABOUT 1-1/2 MILES
 TB1112'NORTH OF MOUTH OF KETTLE RIVER.  MARKED BY STANDARD STATION
 TB1112'DISK IN ROCK.  REFERENCE MARK IS STANDARD REFERENCE
 TB1112'DISK IN ROCK, 6.416 METERS (21.05 FEET) FROM STATION
 TB1112'N 30 DEG 06 MIN E.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0932 ***********************************************************************
 TC0932  DESIGNATION -  KEARNEY
 TC0932  PID         -  TC0932
 TC0932  STATE/COUNTY-  ON/RAINY RIVER
 TC0932  COUNTRY     -  CANADA
 TC0932  NTS MAPSHEET-  PINEWOOD (2020)
 TC0932
 TC0932                         *CURRENT SURVEY CONTROL
 TC0932  ______________________________________________________________________
 TC0932* NAD 83(1996) POSITION- 48 42 43.63998(N) 094 24 45.70102(W)   ADJUSTED
 TC0932* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 TC0932  ______________________________________________________________________
 TC0932  GEOID HEIGHT    -        -29.183 (meters)                     EGM08
 TC0932  HORZ ORDER      -  THIRD
 TC0932
 TC0932.The positional and height information provided upon this datasheet are not
 TC0932.officially recognized by the Government of Canada, provincial governments
 TC0932.within Canada, nor are they intended to replace or substitute for them.
 TC0932.The intent of sharing this data is to allow access to positions or heights
 TC0932.recognized by the United States Government. Passive control that is used by
 TC0932.both nations may share the same or similar designations or descriptions but
 TC0932.do not share official positions or heights. The 'Station Description' may
 TC0932.originate from a Canadian 'Station Report' and if so contains information
 TC0932.licensed under the 'Open Government License - Canada'.
 TC0932
 TC0932.The horizontal coordinates were established by classical geodetic methods
 TC0932.and adjusted by the National Geodetic Survey in March 1999.
 TC0932
 TC0932.The orthometric height was scaled from a topographic map.
 TC0932
 TC0932.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0932
 TC0932.Click photographs - Photos may exist for this station.
 TC0932
 TC0932. The following values were computed from the NAD 83(1996) position.
 TC0932
 TC0932;                    North         East     Units Scale Factor Converg.
 TC0932;UTM  15      - 5,396,417.326   396,079.106   MT  0.99973268   -1 03 41.8
 TC0932
 TC0932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0932!UTM  15      -   0.99995343  x   0.99973268  =   0.99968612
 TC0932
 TC0932:                Primary Azimuth Mark                     Grid Az
 TC0932:UTM  15      -  PITCH                                    123 06 59.0
 TC0932
 TC0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP9607996417(NAD 83)
 TC0932
 TC0932|---------------------------------------------------------------------|
 TC0932| PID    Reference Object                     Distance      Geod. Az  |
 TC0932|                                                           dddmmss.s |
 TC0932| TC0989 PITCH                               APPROX. 0.6 KM 1220317.2 |
 TC0932| TC0904 FENDER                              273.651 METERS 18246     |
 TC0932|---------------------------------------------------------------------|
 TC0932
 TC0932                          SUPERSEDED SURVEY CONTROL
 TC0932
 TC0932  NAD 83(1986)-  48 42 43.62106(N)    094 24 45.69177(W) AD(       ) 3
 TC0932
 TC0932.Superseded values are not recommended for survey control.
 TC0932
 TC0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0932.See file dsdata.pdf to determine how the superseded data were derived.
 TC0932
 TC0932_MARKER: X = CHISELED CROSS
 TC0932_SETTING: 80 = SET IN A BOULDER
 TC0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0932+STABILITY: SURFACE MOTION
 TC0932
 TC0932  HISTORY     - Date     Condition        Report By
 TC0932  HISTORY     - 1914     MONUMENTED       IBC
 TC0932  HISTORY     - 1947     MARK NOT FOUND   IBC
 TC0932
 TC0932                          STATION DESCRIPTION
 TC0932
 TC0932'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC0932'ON THE NORTH BANK OF RAINY RIVER, ABOUT 1-3/4 MILES NORTHEAST OF
 TC0932'CLEMENTSON, MINN.  THE STATION IS ABOUT 24 METERS BACK FROM THE RIVERS
 TC0932'EDGE AND 9 METERS EAST OF A SWALE.  IT IS NEAR THE EDGE OF A HAYFIELD
 TC0932'AND IS ABOUT 75 METERS WEST OF A NORTH - AND - SOUTH ROAD.
 TC0932'
 TC0932'STATION MARK--A CROSS CUT IN A STONE OVER A BURIED BALL OF WIRE,
 TC0932'MARKING TRIANGULATION STATION---KEARNEY,---IS 16.93 METERS NORTH OF
 TC0932'MONUMENT 107.
 TC0932
 TC0932                          STATION RECOVERY (1947)
 TC0932
 TC0932'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1947 (NWS)
 TC0932'STATION WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 PJ0347 ***********************************************************************
 PJ0347  DESIGNATION -  KINGSTON
 PJ0347  PID         -  PJ0347
 PJ0347  STATE/COUNTY-  ON/FRONTENAC
 PJ0347  COUNTRY     -  CANADA
 PJ0347  NTS MAPSHEET-  WOLFE ISLAND (2020)
 PJ0347
 PJ0347                         *CURRENT SURVEY CONTROL
 PJ0347  ______________________________________________________________________
 PJ0347* NAD 83(1996) POSITION- 44 13 47.58440(N) 076 29 17.29011(W)   ADJUSTED
 PJ0347* NAVD 88 ORTHO HEIGHT -   122.16  (+/-2cm)      400.8   (feet) VERTCON
 PJ0347  ______________________________________________________________________
 PJ0347  GEOID HEIGHT    -        -34.943 (meters)                     EGM08
 PJ0347  HORZ ORDER      -  FIRST
 PJ0347  VERT ORDER      -  THIRD ? (See Below)
 PJ0347
 PJ0347.The positional and height information provided upon this datasheet are not
 PJ0347.officially recognized by the Government of Canada, provincial governments
 PJ0347.within Canada, nor are they intended to replace or substitute for them.
 PJ0347.The intent of sharing this data is to allow access to positions or heights
 PJ0347.recognized by the United States Government. Passive control that is used by
 PJ0347.both nations may share the same or similar designations or descriptions but
 PJ0347.do not share official positions or heights. The 'Station Description' may
 PJ0347.originate from a Canadian 'Station Report' and if so contains information
 PJ0347.licensed under the 'Open Government License - Canada'.
 PJ0347
 PJ0347.The horizontal coordinates were established by classical geodetic methods
 PJ0347.and adjusted by the National Geodetic Survey in January 1999.
 PJ0347
 PJ0347.The NAVD 88 height was computed by applying the VERTCON shift value to
 PJ0347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PJ0347
 PJ0347.Significant digits in the geoid height do not necessarily reflect accuracy.
 PJ0347
 PJ0347.The vertical order pertains to the NGVD 29 superseded value.
 PJ0347
 PJ0347.Click photographs - Photos may exist for this station.
 PJ0347
 PJ0347. The following values were computed from the NAD 83(1996) position.
 PJ0347
 PJ0347;                    North         East     Units Scale Factor Converg.
 PJ0347;UTM  18      - 4,898,482.848   381,151.261   MT  0.99977372   -1 02 17.4
 PJ0347
 PJ0347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0347!UTM  18      -   0.99998632  x   0.99977372  =   0.99976005
 PJ0347
 PJ0347:                Primary Azimuth Mark                     Grid Az
 PJ0347:UTM  18      -  MILLS                                    353 45 36.2
 PJ0347
 PJ0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP8115198482(NAD 83)
 PJ0347
 PJ0347|---------------------------------------------------------------------|
 PJ0347| PID    Reference Object                     Distance      Geod. Az  |
 PJ0347|                                                           dddmmss.s |
 PJ0347| PJ0350 MILLS                               APPROX. 5.7 KM 3524318.8 |
 PJ0347|---------------------------------------------------------------------|
 PJ0347
 PJ0347                          SUPERSEDED SURVEY CONTROL
 PJ0347
 PJ0347  NAD 83(1986)-  44 13 47.58512(N)    076 29 17.28473(W) AD(       ) 1
 PJ0347  USSD        -  44 13 47.51000(N)    076 29 18.61800(W) AD(       ) 3
 PJ0347  NGVD 29 (07/19/86)  122.31   (m)          401.3    (f) LEVELING    3  
 PJ0347
 PJ0347.Superseded values are not recommended for survey control.
 PJ0347
 PJ0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0347.See file dsdata.pdf to determine how the superseded data were derived.
 PJ0347
 PJ0347_MARKER: Y = DRILL HOLE IN BRICK
 PJ0347_STAMPING: USLS 1874
 PJ0347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PJ0347
 PJ0347  HISTORY     - Date     Condition        Report By
 PJ0347  HISTORY     - 1874     MONUMENTED
 PJ0347  HISTORY     - 1972     GOOD             NGS
 PJ0347
 PJ0347                          STATION DESCRIPTION
 PJ0347
 PJ0347'DESCRIBED 1874
 PJ0347'RECOVERED AS DESCRIBED.
 PJ0347
 PJ0347                          STATION RECOVERY (1972)
 PJ0347
 PJ0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (UNK)
 PJ0347'THE MARK IS LOCATED ABOUT 84.9 KM (52.8 MI) EAST OF QUINTE WEST, 71.3
 PJ0347'KM (44.3 MI) SOUTHWEST OF BROCKVILLE, 70.2 KM (43.6 MI) EAST OF
 PJ0347'BELLEVILLE AND 4.4 KM (2.7 MI) SOUTH-SOUTHEAST OF KINGSTON.
 PJ0347'
 PJ0347'LOCATED ON THE STONE COPING OF THE SQUARE WALL AT THE BASE OF THE
 PJ0347'CONICAL STEEPLE ON SYDENHAM ST UNITED CHURCH AT THE CORNER OF SYDENHAM
 PJ0347'AND WILLIAMS ST IN KINGSTON.
 PJ0347'
 PJ0347'IT IS ON THE EAST WALL ON THE SECOND STONE PIER FROM THE TURRET AT THE
 PJ0347'SOUTHEAST CORNER.  THE STONE IS INSCRIBED "USLS 1874" AND THE STATION
 PJ0347'MARKER IS A HOLE DRILLED IN THE TOP OF THE STONE COPING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DF5367 ***********************************************************************
 DF5367  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF5367  DESIGNATION -  KINGSTON CORS ARP
 DF5367  CORS_ID     -  KNGS
 DF5367  PID         -  DF5367
 DF5367  STATE/COUNTY-  ON/FRONTENAC
 DF5367  COUNTRY     -  CANADA
 DF5367  NTS MAPSHEET-  BATH (2020)
 DF5367
 DF5367                         *CURRENT SURVEY CONTROL
 DF5367  ______________________________________________________________________
 DF5367* NAD 83(2011) POSITION- 44 13 07.25326(N) 076 31 02.14287(W)   ADJUSTED
 DF5367* NAD 83(2011) ELLIP HT-    50.001 (meters)        (07/??/22)   ADJUSTED
 DF5367* NAD 83(2011) EPOCH   -  2010.00
 DF5367  ______________________________________________________________________
 DF5367  GEOID HEIGHT    -        -35.001 (meters)                     EGM08
 DF5367  NAD 83(2011) X  -  1,067,511.490 (meters)                     COMP
 DF5367  NAD 83(2011) Y  - -4,452,414.359 (meters)                     COMP
 DF5367  NAD 83(2011) Z  -  4,425,573.218 (meters)                     COMP
 DF5367
 DF5367  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF5367  Standards:
 DF5367         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF5367            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF5367  -------------------------------------------------------------------
 DF5367  NETWORK    0.14   0.38           0.06   0.05   0.19     -0.00730100
 DF5367  -------------------------------------------------------------------
 DF5367
 DF5367.The positional and height information provided upon this datasheet are not
 DF5367.officially recognized by the Government of Canada, provincial governments
 DF5367.within Canada, nor are they intended to replace or substitute for them.
 DF5367.The intent of sharing this data is to allow access to positions or heights
 DF5367.recognized by the United States Government. Passive control that is used by
 DF5367.both nations may share the same or similar designations or descriptions but
 DF5367.do not share official positions or heights. The 'Station Description' may
 DF5367.originate from a Canadian 'Station Report' and if so contains information
 DF5367.licensed under the 'Open Government License - Canada'.
 DF5367
 DF5367.The coordinates were established by GPS observations
 DF5367.and adjusted by the National Geodetic Survey in July 2022.
 DF5367
 DF5367.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF5367.been affixed to the stable North American Tectonic Plate. 
 DF5367
 DF5367.The coordinates are valid at the epoch date displayed above
 DF5367.which is a decimal equivalence of Year/Month/Day.
 DF5367
 DF5367.Due to the release of the International GNSS Service (IGS) 2014
 DF5367.realization of the International Terrestrial Reference Frame of 2014
 DF5367.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DF5367.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DF5367.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DF5367.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DF5367.currently published epoch of 2010.00.
 DF5367
 DF5367.Additional information on MYCS2 is available at
 DF5367.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DF5367
 DF5367.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5367
 DF5367.The PID for the CORS L1 Phase Center is DR8206.
 DF5367
 DF5367.Click photographs - Photos may exist for this station.
 DF5367
 DF5367.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF5367
 DF5367.The ellipsoidal height was determined by GPS observations
 DF5367.and is referenced to NAD 83.
 DF5367
 DF5367. The following values were computed from the NAD 83(2011) position.
 DF5367
 DF5367;                    North         East     Units Scale Factor Converg.
 DF5367;UTM  18      - 4,897,281.048   378,802.152   MT  0.99978065   -1 03 29.8
 DF5367
 DF5367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5367!UTM  18      -   0.99999216  x   0.99978065  =   0.99977281
 DF5367
 DF5367_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP7880297281(NAD 83)
 DF5367
 DF5367                          SUPERSEDED SURVEY CONTROL
 DF5367
 DF5367  NAD 83(2011)-  44 13 07.25341(N)    076 31 02.14303(W) AD(2010.00) c
 DF5367  ELLIP H (06/??/19)   50.031  (m)                       GP(2010.00) c c
 DF5367  NAD 83(2011)-  44 13 07.25343(N)    076 31 02.14297(W) AD(2010.00) c
 DF5367  ELLIP H (08/??/11)   50.032  (m)                       GP(2010.00) c c
 DF5367  NAD 83(CORS)-  44 13 07.25362(N)    076 31 02.14371(W) AD(2002.00) c
 DF5367  ELLIP H (05/??/03)   50.042  (m)                       GP(2002.00) c c
 DF5367
 DF5367.Superseded values are not recommended for survey control.
 DF5367
 DF5367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5367.See file dsdata.pdf to determine how the superseded data were derived.
 DF5367
 DF5367_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF5367
 DF5367                          STATION DESCRIPTION
 DF5367
 DF5367'DESCRIBED BY NATIONAL GEODETIC SURVEY 2022
 DF5367'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DF5367'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DF5367'ACCESSIBLE AT THE WORLDWIDE WEB.
 DF5367'https://geodesy.noaa.gov/CORS/data.shtml
 DF5367'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DF5369 ***********************************************************************
 DF5369  HT_MOD      -  This is a Height Modernization Survey Station.
 DF5369  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF5369  DESIGNATION -  KINGSTON CORS MONUMENT
 DF5369  CORS_ID     -  KNGS
 DF5369  PID         -  DF5369
 DF5369  STATE/COUNTY-  ON/FRONTENAC
 DF5369  COUNTRY     -  CANADA
 DF5369  NTS MAPSHEET-  BATH (2020)
 DF5369
 DF5369                         *CURRENT SURVEY CONTROL
 DF5369  ______________________________________________________________________
 DF5369* NAD 83(2011) POSITION- 44 13 07.25326(N) 076 31 02.14287(W)   ADJUSTED
 DF5369* NAD 83(2011) ELLIP HT-    49.951 (meters)        (07/??/22)   ADJUSTED
 DF5369* NAD 83(2011) EPOCH   -  2010.00
 DF5369* NAVD 88 ORTHO HEIGHT -    84.25  (meters)      276.4   (feet) GPS OBS
 DF5369  ______________________________________________________________________
 DF5369  NAVD 88 orthometric height was determined with geoid model    GEOID18
 DF5369  GEOID HEIGHT    -        -34.315 (meters)                     GEOID18
 DF5369  GEOID HEIGHT    -        -35.001 (meters)                     EGM08
 DF5369  NAD 83(2011) X  -  1,067,511.482 (meters)                     COMP
 DF5369  NAD 83(2011) Y  - -4,452,414.324 (meters)                     COMP
 DF5369  NAD 83(2011) Z  -  4,425,573.183 (meters)                     COMP
 DF5369
 DF5369  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF5369  Standards:
 DF5369         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF5369            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF5369  -------------------------------------------------------------------
 DF5369  NETWORK    0.14   0.38           0.06   0.05   0.19     -0.00730100
 DF5369  -------------------------------------------------------------------
 DF5369
 DF5369.The positional and height information provided upon this datasheet are not
 DF5369.officially recognized by the Government of Canada, provincial governments
 DF5369.within Canada, nor are they intended to replace or substitute for them.
 DF5369.The intent of sharing this data is to allow access to positions or heights
 DF5369.recognized by the United States Government. Passive control that is used by
 DF5369.both nations may share the same or similar designations or descriptions but
 DF5369.do not share official positions or heights. The 'Station Description' may
 DF5369.originate from a Canadian 'Station Report' and if so contains information
 DF5369.licensed under the 'Open Government License - Canada'.
 DF5369
 DF5369.The horizontal coordinates were established by GPS observations
 DF5369.and adjusted by the National Geodetic Survey in July 2022.
 DF5369
 DF5369.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF5369.been affixed to the stable North American Tectonic Plate. 
 DF5369
 DF5369.The horizontal coordinates are valid at the epoch date displayed above
 DF5369.which is a decimal equivalence of Year/Month/Day.
 DF5369
 DF5369.Due to the release of the International GNSS Service (IGS) 2014
 DF5369.realization of the International Terrestrial Reference Frame of 2014
 DF5369.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DF5369.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DF5369.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DF5369.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DF5369.currently published epoch of 2010.00.
 DF5369
 DF5369.Additional information on MYCS2 is available at
 DF5369.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DF5369
 DF5369.The orthometric height was determined by GPS observations and a
 DF5369.high-resolution geoid model using precise GPS observation and
 DF5369.processing techniques.
 DF5369
 DF5369.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5369
 DF5369.Click photographs - Photos may exist for this station.
 DF5369
 DF5369.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF5369
 DF5369.The ellipsoidal height was determined by GPS observations
 DF5369.and is referenced to NAD 83.
 DF5369
 DF5369. The following values were computed from the NAD 83(2011) position.
 DF5369
 DF5369;                    North         East     Units Scale Factor Converg.
 DF5369;UTM  18      - 4,897,281.048   378,802.152   MT  0.99978065   -1 03 29.8
 DF5369
 DF5369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5369!UTM  18      -   0.99999217  x   0.99978065  =   0.99977282
 DF5369
 DF5369_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP7880297281(NAD 83)
 DF5369
 DF5369                          SUPERSEDED SURVEY CONTROL
 DF5369
 DF5369  NAD 83(2011)-  44 13 07.25341(N)    076 31 02.14303(W) AD(2010.00) A
 DF5369  ELLIP H (06/??/19)   49.981  (m)                       GP(2010.00) 4 1
 DF5369  NAD 83(2011)-  44 13 07.25343(N)    076 31 02.14297(W) AD(2010.00) A
 DF5369  ELLIP H (08/??/11)   49.982  (m)                       GP(2010.00) 4 1
 DF5369  NAD 83(CORS)-  44 13 07.25362(N)    076 31 02.14371(W) AD(2002.00) A
 DF5369  ELLIP H (05/??/03)   49.992  (m)                       GP(2002.00) 4 1
 DF5369
 DF5369.Superseded values are not recommended for survey control.
 DF5369
 DF5369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5369.See file dsdata.pdf to determine how the superseded data were derived.
 DF5369
 DF5369_STAMPING: UNKNOWN
 DF5369
 DF5369                          STATION DESCRIPTION
 DF5369
 DF5369'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'KNGS'
 DF5369'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DF5369'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF5369'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF5369'   https://geodesy.noaa.gov/corsdata/coord/coord_14
 DF5369'   https://geodesy.noaa.gov/corsdata/station_log
 DF5369'   https://geodesy.noaa.gov/CORS
 DF5369'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DO5131 ***********************************************************************
 DO5131  CORS        -  This is a GPS Continuously Operating Reference Station.
 DO5131  DESIGNATION -  KINGSVILLE CORS ARP
 DO5131  CORS_ID     -  KNGV
 DO5131  PID         -  DO5131
 DO5131  STATE/COUNTY-  ON/ESSEX
 DO5131  COUNTRY     -  CANADA
 DO5131  NTS MAPSHEET-  ESSEX (2020)
 DO5131
 DO5131                         *CURRENT SURVEY CONTROL
 DO5131  ______________________________________________________________________
 DO5131* NAD 83(2011) POSITION- 42 01 36.97351(N) 082 44 05.44077(W)   ADJUSTED
 DO5131* NAD 83(2011) ELLIP HT-   143.576 (meters)        (06/??/19)   ADJUSTED
 DO5131* NAD 83(2011) EPOCH   -  2010.00
 DO5131  ______________________________________________________________________
 DO5131  GEOID HEIGHT    -        -35.740 (meters)                     EGM08
 DO5131  NAD 83(2011) X  -    600,072.189 (meters)                     COMP
 DO5131  NAD 83(2011) Y  - -4,707,007.162 (meters)                     COMP
 DO5131  NAD 83(2011) Z  -  4,247,922.974 (meters)                     COMP
 DO5131
 DO5131  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO5131  Standards:
 DO5131         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO5131            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO5131  -------------------------------------------------------------------
 DO5131  NETWORK    0.18   0.34           0.05   0.08   0.18     -0.04972700
 DO5131  -------------------------------------------------------------------
 DO5131
 DO5131.The positional and height information provided upon this datasheet are not
 DO5131.officially recognized by the Government of Canada, provincial governments
 DO5131.within Canada, nor are they intended to replace or substitute for them.
 DO5131.The intent of sharing this data is to allow access to positions or heights
 DO5131.recognized by the United States Government. Passive control that is used by
 DO5131.both nations may share the same or similar designations or descriptions but
 DO5131.do not share official positions or heights. The 'Station Description' may
 DO5131.originate from a Canadian 'Station Report' and if so contains information
 DO5131.licensed under the 'Open Government License - Canada'.
 DO5131
 DO5131.The coordinates were established by GPS observations
 DO5131.and adjusted by the National Geodetic Survey in June 2019.
 DO5131
 DO5131.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO5131.been affixed to the stable North American Tectonic Plate. 
 DO5131
 DO5131.The coordinates are valid at the epoch date displayed above
 DO5131.which is a decimal equivalence of Year/Month/Day.
 DO5131
 DO5131.Due to the release of the International GNSS Service (IGS) 2014
 DO5131.realization of the International Terrestrial Reference Frame of 2014
 DO5131.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DO5131.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DO5131.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DO5131.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DO5131.currently published epoch of 2010.00.
 DO5131
 DO5131.Additional information on MYCS2 is available at
 DO5131.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DO5131
 DO5131.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5131
 DO5131.The PID for the CORS L1 Phase Center is DO5132.
 DO5131
 DO5131.Click photographs - Photos may exist for this station.
 DO5131
 DO5131.The XYZ, and position/ellipsoidal ht. are equivalent.
 DO5131
 DO5131.The ellipsoidal height was determined by GPS observations
 DO5131.and is referenced to NAD 83.
 DO5131
 DO5131. The following values were computed from the NAD 83(2011) position.
 DO5131
 DO5131;                    North         East     Units Scale Factor Converg.
 DO5131;UTM  17      - 4,654,222.897   356,382.587   MT  0.99985380   -1 09 41.9
 DO5131
 DO5131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO5131!UTM  17      -   0.99997748  x   0.99985380  =   0.99983129
 DO5131
 DO5131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG5638254222(NAD 83)
 DO5131
 DO5131                          SUPERSEDED SURVEY CONTROL
 DO5131
 DO5131  NAD 83(2011)-  42 01 36.97357(N)    082 44 05.44055(W) AD(2010.00) c
 DO5131  ELLIP H (02/??/13)  143.565  (m)                       GP(2010.00) c c
 DO5131
 DO5131.Superseded values are not recommended for survey control.
 DO5131
 DO5131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO5131.See file dsdata.pdf to determine how the superseded data were derived.
 DO5131
 DO5131_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DO5131
 DO5131                          STATION DESCRIPTION
 DO5131
 DO5131'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DO5131'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DO5131'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DO5131'ACCESSIBLE AT THE WORLDWIDE WEB.
 DO5131'https://geodesy.noaa.gov/CORS/data.shtml
 DO5131'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DO5133 ***********************************************************************
 DO5133  CORS        -  This is a GPS Continuously Operating Reference Station.
 DO5133  DESIGNATION -  KINGSVILLE CORS GRP
 DO5133  CORS_ID     -  KNGV
 DO5133  PID         -  DO5133
 DO5133  STATE/COUNTY-  ON/ESSEX
 DO5133  COUNTRY     -  CANADA
 DO5133  NTS MAPSHEET-  ESSEX (2020)
 DO5133
 DO5133                         *CURRENT SURVEY CONTROL
 DO5133  ______________________________________________________________________
 DO5133* NAD 83(2011) POSITION- 42 01 36.97351(N) 082 44 05.44077(W)   ADJUSTED
 DO5133* NAD 83(2011) ELLIP HT-   143.526 (meters)        (06/??/19)   ADJUSTED
 DO5133* NAD 83(2011) EPOCH   -  2010.00
 DO5133  ______________________________________________________________________
 DO5133  GEOID HEIGHT    -        -35.740 (meters)                     EGM08
 DO5133  NAD 83(2011) X  -    600,072.184 (meters)                     COMP
 DO5133  NAD 83(2011) Y  - -4,707,007.125 (meters)                     COMP
 DO5133  NAD 83(2011) Z  -  4,247,922.940 (meters)                     COMP
 DO5133
 DO5133  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO5133  Standards:
 DO5133         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO5133            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO5133  -------------------------------------------------------------------
 DO5133  NETWORK    0.18   0.34           0.05   0.08   0.18     -0.04972700
 DO5133  -------------------------------------------------------------------
 DO5133
 DO5133.The positional and height information provided upon this datasheet are not
 DO5133.officially recognized by the Government of Canada, provincial governments
 DO5133.within Canada, nor are they intended to replace or substitute for them.
 DO5133.The intent of sharing this data is to allow access to positions or heights
 DO5133.recognized by the United States Government. Passive control that is used by
 DO5133.both nations may share the same or similar designations or descriptions but
 DO5133.do not share official positions or heights. The 'Station Description' may
 DO5133.originate from a Canadian 'Station Report' and if so contains information
 DO5133.licensed under the 'Open Government License - Canada'.
 DO5133
 DO5133.The horizontal coordinates were established by GPS observations
 DO5133.and adjusted by the National Geodetic Survey in June 2019.
 DO5133
 DO5133.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO5133.been affixed to the stable North American Tectonic Plate. 
 DO5133
 DO5133.The horizontal coordinates are valid at the epoch date displayed above
 DO5133.which is a decimal equivalence of Year/Month/Day.
 DO5133
 DO5133.Due to the release of the International GNSS Service (IGS) 2014
 DO5133.realization of the International Terrestrial Reference Frame of 2014
 DO5133.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DO5133.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DO5133.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DO5133.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DO5133.currently published epoch of 2010.00.
 DO5133
 DO5133.Additional information on MYCS2 is available at
 DO5133.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DO5133
 DO5133.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5133
 DO5133.Click photographs - Photos may exist for this station.
 DO5133
 DO5133.The XYZ, and position/ellipsoidal ht. are equivalent.
 DO5133
 DO5133.The ellipsoidal height was determined by GPS observations
 DO5133.and is referenced to NAD 83.
 DO5133
 DO5133. The following values were computed from the NAD 83(2011) position.
 DO5133
 DO5133;                    North         East     Units Scale Factor Converg.
 DO5133;UTM  17      - 4,654,222.897   356,382.587   MT  0.99985380   -1 09 41.9
 DO5133
 DO5133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO5133!UTM  17      -   0.99997749  x   0.99985380  =   0.99983129
 DO5133
 DO5133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG5638254222(NAD 83)
 DO5133
 DO5133                          SUPERSEDED SURVEY CONTROL
 DO5133
 DO5133  NAD 83(2011)-  42 01 36.97357(N)    082 44 05.44055(W) AD(2010.00) A
 DO5133  ELLIP H (02/??/13)  143.515  (m)                       GP(2010.00) 4 1
 DO5133
 DO5133.Superseded values are not recommended for survey control.
 DO5133
 DO5133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO5133.See file dsdata.pdf to determine how the superseded data were derived.
 DO5133
 DO5133_MARKER: Z = SEE DESCRIPTION
 DO5133_SETTING: 0 = UNSPECIFIED SETTING
 DO5133_STAMPING: UNKNOWN
 DO5133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO5133
 DO5133  HISTORY     - Date     Condition        Report By
 DO5133  HISTORY     - 20150803 MONUMENTED       NGS
 DO5133
 DO5133                          STATION DESCRIPTION
 DO5133
 DO5133'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'KNGV'
 DO5133'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DO5133'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DO5133'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DO5133'   https://geodesy.noaa.gov/corsdata/coord/coord_14
 DO5133'   https://geodesy.noaa.gov/corsdata/station_log
 DO5133'   https://geodesy.noaa.gov/CORS
 DO5133'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 QJ0319 ***********************************************************************
 QJ0319  DESIGNATION -  KIT
 QJ0319  PID         -  QJ0319
 QJ0319  STATE/COUNTY-  ON/MANITOULIN
 QJ0319  COUNTRY     -  CANADA
 QJ0319  NTS MAPSHEET-  041G13 (2020)
 QJ0319
 QJ0319                         *CURRENT SURVEY CONTROL
 QJ0319  ______________________________________________________________________
 QJ0319* NAD 83(1986) POSITION- 45 54 26.35143(N) 083 30 09.63435(W)   ADJUSTED
 QJ0319* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 QJ0319  ______________________________________________________________________
 QJ0319  GEOID HEIGHT    -        -37.692 (meters)                     EGM08
 QJ0319  HORZ ORDER      -  THIRD
 QJ0319
 QJ0319.The positional and height information provided upon this datasheet are not
 QJ0319.officially recognized by the Government of Canada, provincial governments
 QJ0319.within Canada, nor are they intended to replace or substitute for them.
 QJ0319.The intent of sharing this data is to allow access to positions or heights
 QJ0319.recognized by the United States Government. Passive control that is used by
 QJ0319.both nations may share the same or similar designations or descriptions but
 QJ0319.do not share official positions or heights. The 'Station Description' may
 QJ0319.originate from a Canadian 'Station Report' and if so contains information
 QJ0319.licensed under the 'Open Government License - Canada'.
 QJ0319
 QJ0319.The horizontal coordinates were established by classical geodetic methods
 QJ0319.and adjusted by the National Geodetic Survey in July 1986.
 QJ0319
 QJ0319.The orthometric height was scaled from a topographic map.
 QJ0319
 QJ0319.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0319
 QJ0319.Click photographs - Photos may exist for this station.
 QJ0319
 QJ0319. The following values were computed from the NAD 83(1986) position.
 QJ0319
 QJ0319;                    North         East     Units Scale Factor Converg.
 QJ0319;UTM  17      - 5,086,795.895   305,890.570   MT  1.00006323   -1 47 52.9
 QJ0319
 QJ0319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0319!UTM  17      -   0.99997832  x   1.00006323  =   1.00004155
 QJ0319
 QJ0319:                Primary Azimuth Mark                     Grid Az
 QJ0319:UTM  17      -  PASS                                     348 09 53.1
 QJ0319
 QJ0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL0589086795(NAD 83)
 QJ0319
 QJ0319|---------------------------------------------------------------------|
 QJ0319| PID    Reference Object                     Distance      Geod. Az  |
 QJ0319|                                                           dddmmss.s |
 QJ0319| CH1314 KIT RM 1                             18.364 METERS 08030     |
 QJ0319| CH1315 KIT RM 2                             14.852 METERS 10824     |
 QJ0319| CH1316 KIT RM 3                             20.473 METERS 20936     |
 QJ0319| QJ0320 PASS                                APPROX. 2.6 KM 3462200.2 |
 QJ0319|---------------------------------------------------------------------|
 QJ0319
 QJ0319                          SUPERSEDED SURVEY CONTROL
 QJ0319
 QJ0319  NAD 27      -  45 54 26.29000(N)    083 30 09.65100(W) AD(       ) 3
 QJ0319
 QJ0319.Superseded values are not recommended for survey control.
 QJ0319
 QJ0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0319.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0319
 QJ0319_MARKER: DH = HORIZONTAL CONTROL DISK
 QJ0319_SETTING: 80 = SET IN A BOULDER
 QJ0319
 QJ0319  HISTORY     - Date     Condition        Report By
 QJ0319  HISTORY     - 1944     MONUMENTED       IBC
 QJ0319
 QJ0319                          STATION DESCRIPTION
 QJ0319
 QJ0319'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 QJ0319'ON THE NW POINT OF KITCHENER ISLAND AT THE S ENTRANCE TO FALSE
 QJ0319'DETOUR CHANNEL FROM LAKE HURON.  IT IS IN OPEN GROUND ABOUT 100
 QJ0319'FEET FROM THE EXTREME END OF THE POINT, 30 FEET INSIDE THE TAMARACK
 QJ0319'TREES ON THE POINT, 47 FEET FROM THE WATER ON THE E SIDE OF THE
 QJ0319'POINT, AND 20 FEET INSIDE THE SMALL TREE ALONG THE EDGE OF THE
 QJ0319'BEACH ON E SIDE OF POINT.
 QJ0319'
 QJ0319'AN ECCENTRIC STATION WAS ESTABLISHED IN THE TOP OF A TALL CEDAR TREE
 QJ0319'S OF THE STATION, IN THE EDGE OF THE WOODS.
 QJ0319'
 QJ0319'STATION MARK IS A STANDARD BRONZE I B C DISK SET IN A DRILL HOLE IN
 QJ0319'A SOLID ROCK SHOWING 2 FEET BY 2 FEET BY 5 INCHES ABOVE GROUND.
 QJ0319'
 QJ0319'REFERENCE MARKS ARE DRILL HOLES IN ROCKS.  REFERENCE MARK 1 IS IN
 QJ0319'A SANDSTONE ROCK ON THE BEACH E OF THE STATION, ABOUT 125 FEET E
 QJ0319'OF THE POINT.  ROCK IS 4 BY 3 FEET BY 2 FEET HIGH AND IS ONE OF A
 QJ0319'GROUP OF LARGE ROCKS.
 QJ0319'
 QJ0319'REFERENCE MARK 2 IS IN A SOLID DARK - COLORED ROCK S OF THE STATION,
 QJ0319'SHOWING 2 FEET BY 1 FOOT BY 3 INCHES ABOVE GROUND.  IT IS 40 FEET
 QJ0319'FROM THE WATER E OF THE POINT.  ROCK IS ONE OF A GROUP OF FOUR ROCKS.
 QJ0319'
 QJ0319'RFERENCE MARK 3 IS IN CENTER OF THE POINT W OF THE STATION, BEING
 QJ0319'125 FEET FROM POINT AND ABOUT 100 FEET TO WATER ON EACH SIDE OF THE
 QJ0319'POINT.  IT IS IN A LARGE OPEN SPACE, IN A ROCK 30 INCHES IN DIAMETER
 QJ0319'AND 3 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0768 ***********************************************************************
 RJ0768  DESIGNATION -  KLAPP IBC 1943
 RJ0768  PID         -  RJ0768
 RJ0768  STATE/COUNTY-  ON/ALGOMA
 RJ0768  COUNTRY     -  CANADA
 RJ0768  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ0768
 RJ0768                         *CURRENT SURVEY CONTROL
 RJ0768  ______________________________________________________________________
 RJ0768* NAD 83(1986) POSITION- 46 31 59.22612(N) 084 07 56.95733(W)   ADJUSTED
 RJ0768* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0768  ______________________________________________________________________
 RJ0768  GEOID HEIGHT    -        -37.227 (meters)                     EGM08
 RJ0768  HORZ ORDER      -  THIRD
 RJ0768
 RJ0768.The positional and height information provided upon this datasheet are not
 RJ0768.officially recognized by the Government of Canada, provincial governments
 RJ0768.within Canada, nor are they intended to replace or substitute for them.
 RJ0768.The intent of sharing this data is to allow access to positions or heights
 RJ0768.recognized by the United States Government. Passive control that is used by
 RJ0768.both nations may share the same or similar designations or descriptions but
 RJ0768.do not share official positions or heights. The 'Station Description' may
 RJ0768.originate from a Canadian 'Station Report' and if so contains information
 RJ0768.licensed under the 'Open Government License - Canada'.
 RJ0768
 RJ0768.The horizontal coordinates were established by classical geodetic methods
 RJ0768.and adjusted by the National Geodetic Survey in July 1986.
 RJ0768
 RJ0768.The orthometric height was scaled from a topographic map.
 RJ0768
 RJ0768.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0768
 RJ0768.Click photographs - Photos may exist for this station.
 RJ0768
 RJ0768. The following values were computed from the NAD 83(1986) position.
 RJ0768
 RJ0768;                    North         East     Units Scale Factor Converg.
 RJ0768;UTM  16      - 5,157,278.569   719,891.158   MT  1.00019437   +2 04 55.2
 RJ0768
 RJ0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0768!UTM  16      -   0.99997824  x   1.00019437  =   1.00017261
 RJ0768
 RJ0768:                Primary Azimuth Mark                     Grid Az
 RJ0768:UTM  16      -  REF MON 25 IWC 1911                      107 41 17.3
 RJ0768
 RJ0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1989157278(NAD 83)
 RJ0768
 RJ0768|---------------------------------------------------------------------|
 RJ0768| PID    Reference Object                     Distance      Geod. Az  |
 RJ0768|                                                           dddmmss.s |
 RJ0768| RJ0764 REF MON 25 IWC 1911                 482.333 METERS 1094612.5 |
 RJ0768| RJ0769 THOMAS                              394.345 METERS 18342     |
 RJ0768| RJ0770 YELLOW                              354.277 METERS 20654     |
 RJ0768|---------------------------------------------------------------------|
 RJ0768
 RJ0768                          SUPERSEDED SURVEY CONTROL
 RJ0768
 RJ0768  NAD 27      -  46 31 59.13900(N)    084 07 56.84800(W) AD(       ) 3
 RJ0768
 RJ0768.Superseded values are not recommended for survey control.
 RJ0768
 RJ0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0768.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0768
 RJ0768_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0768_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ0768+WITH SETTING: PAVEMENT
 RJ0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0768+STABILITY: SURFACE MOTION
 RJ0768
 RJ0768  HISTORY     - Date     Condition        Report By
 RJ0768  HISTORY     - 1943     MONUMENTED       IBC
 RJ0768  HISTORY     - 1958     GOOD             IBC
 RJ0768
 RJ0768                          STATION DESCRIPTION
 RJ0768
 RJ0768'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0768'ON S SIDE OF ONTARIO HIGHWAY 17, 1,582 FEET W OF REFERENCE MONUMENT
 RJ0768'25, AND 1-1/4 MILES E OF GARDEN RIVER.  IT IS 15 FEET S OF EDGE OF
 RJ0768'CONCRETE PAYMENT OF HIGHWAY, 100 FEET N OF TOP OF RIVER BANK, ABOUT
 RJ0768'120 FEET BACK FROM WATER, AND 15 FEET ABOVE.  IT IS ABOUT 15 FEET E
 RJ0768'OF POINT OPPOSITE A SMALL DRAW IN RIVER BANK, 104.5 FEET SSE OF W
 RJ0768'GATEPOST, 97.4 FEET SE OF TELEPHONE POLE, 69.8 FEET SW OF TELEPHONE
 RJ0768'POLE, AND 191.7 FEE ESE OF IRON POST NO 154 ON N SIDE OF HIGHWAY.
 RJ0768'
 RJ0768'STATION MARK IS A STANDARD I B C BRONZE - DISK STATION MARK IN TOP
 RJ0768'OF A CYLINDER OF CONCRETE 7 INCHES IN DIAMETER AND 20 INCHES LONG
 RJ0768'SET 2 INCHES BELOW SURFACE OF GROUND.  SUBSURFACE MARK IS A 3/4-INCH
 RJ0768'DRILL HOLE 1 INCH DEEP INSCRIBED WITH A SQUARE AND---XIV---CUT IN
 RJ0768'SURFACE OF FLAT LIMESTONE SET 2 FEET BELOW SURFACE OF GROUND.  THIS
 RJ0768'STONE WAS ORIGINAL U S LAKE SURVEY STATION MARK FOUND LYING ON
 RJ0768'SLOPE OF RIVER BANK WHERE IT WAS LEFT BY BANK EROSION.
 RJ0768
 RJ0768                          STATION RECOVERY (1958)
 RJ0768
 RJ0768'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0768'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TB1055 ***********************************************************************
 TB1055  DESIGNATION -  KNOX
 TB1055  PID         -  TB1055
 TB1055  STATE/COUNTY-  ON/RAINY RIVER
 TB1055  COUNTRY     -  CANADA
 TB1055  NTS MAPSHEET-  NAMAKAN LAKE (2020)
 TB1055
 TB1055                         *CURRENT SURVEY CONTROL
 TB1055  ______________________________________________________________________
 TB1055* NAD 83(1996) POSITION- 48 29 36.21142(N) 092 38 04.87263(W)   ADJUSTED
 TB1055* NAVD 88 ORTHO HEIGHT -   338.    (meters)     1109.    (feet) SCALED
 TB1055  ______________________________________________________________________
 TB1055  GEOID HEIGHT    -        -31.750 (meters)                     EGM08
 TB1055  HORZ ORDER      -  SECOND
 TB1055
 TB1055.The positional and height information provided upon this datasheet are not
 TB1055.officially recognized by the Government of Canada, provincial governments
 TB1055.within Canada, nor are they intended to replace or substitute for them.
 TB1055.The intent of sharing this data is to allow access to positions or heights
 TB1055.recognized by the United States Government. Passive control that is used by
 TB1055.both nations may share the same or similar designations or descriptions but
 TB1055.do not share official positions or heights. The 'Station Description' may
 TB1055.originate from a Canadian 'Station Report' and if so contains information
 TB1055.licensed under the 'Open Government License - Canada'.
 TB1055
 TB1055.The horizontal coordinates were established by classical geodetic methods
 TB1055.and adjusted by the National Geodetic Survey in March 1999.
 TB1055
 TB1055.The orthometric height was scaled from a topographic map.
 TB1055
 TB1055.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB1055
 TB1055.Click photographs - Photos may exist for this station.
 TB1055
 TB1055. The following values were computed from the NAD 83(1996) position.
 TB1055
 TB1055;                    North         East     Units Scale Factor Converg.
 TB1055;UTM  15      - 5,371,205.504   526,989.844   MT  0.99960895   +0 16 24.9
 TB1055
 TB1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TB1055!UTM  15      -   0.99995196  x   0.99960895  =   0.99956093
 TB1055
 TB1055:                Primary Azimuth Mark                     Grid Az
 TB1055:UTM  15      -  BELL                                     030 34 18.9
 TB1055
 TB1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UWP2698971205(NAD 83)
 TB1055
 TB1055|---------------------------------------------------------------------|
 TB1055| PID    Reference Object                     Distance      Geod. Az  |
 TB1055|                                                           dddmmss.s |
 TB1055| TB1057 BELL                                APPROX. 0.8 KM 0305043.8 |
 TB1055| CJ3182 KNOX RM                              33.710 METERS 26006     |
 TB1055|---------------------------------------------------------------------|
 TB1055
 TB1055                          SUPERSEDED SURVEY CONTROL
 TB1055
 TB1055  NAD 83(1986)-  48 29 36.21372(N)    092 38 04.90846(W) AD(       ) 2
 TB1055  NAD 27      -  48 29 36.59695(N)    092 38 04.37807(W) AD(       ) 2
 TB1055  USSD        -  48 29 36.97200(N)    092 38 04.12400(W) AD(       ) 3
 TB1055
 TB1055.Superseded values are not recommended for survey control.
 TB1055
 TB1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB1055.See file dsdata.pdf to determine how the superseded data were derived.
 TB1055
 TB1055_MARKER: DS = TRIANGULATION STATION DISK
 TB1055_SETTING: 66 = SET IN ROCK OUTCROP
 TB1055
 TB1055  HISTORY     - Date     Condition        Report By
 TB1055  HISTORY     - 1923     MONUMENTED       CGS
 TB1055
 TB1055                          STATION DESCRIPTION
 TB1055
 TB1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (CMD)
 TB1055'ON RAINY LAKE, 36 MILES EAST OF RANIER, MINN., ON NORTHEASTERN
 TB1055'PART OF FLAT POINT ABOUT 600 METERS (1,968 FEET) DUE EAST OF
 TB1055'CANADIAN DAM AT KETTLE FALLS, MINN., AND 1/3 MILE EAST OF OLIVER
 TB1055'KNOXS HOUSE.  MARKED BY STANDARD STATION DISK IN ROCK.
 TB1055'REFERENCE MARK IS STANDARD REFERENCE DISK IN ROCK,
 TB1055'33.71 METERS (110.6 FEET) FROM STATION S 70 DEG 06 MIN W.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RH0028 ***********************************************************************
 RH0028  DESIGNATION -  KOCRUISH USLS 1896
 RH0028  PID         -  RH0028
 RH0028  STATE/COUNTY-  ON/ALGOMA
 RH0028  COUNTRY     -  CANADA
 RH0028  NTS MAPSHEET-  JOSEPH ISLAND (2020)
 RH0028
 RH0028                         *CURRENT SURVEY CONTROL
 RH0028  ______________________________________________________________________
 RH0028* NAD 83(1986) POSITION- 46 08 27.06341(N) 083 47 05.77633(W)   ADJUSTED
 RH0028* NAVD 88 ORTHO HEIGHT -   182.    (meters)      597.    (feet) SCALED
 RH0028  ______________________________________________________________________
 RH0028  GEOID HEIGHT    -        -37.313 (meters)                     EGM08
 RH0028  HORZ ORDER      -  THIRD
 RH0028
 RH0028.The positional and height information provided upon this datasheet are not
 RH0028.officially recognized by the Government of Canada, provincial governments
 RH0028.within Canada, nor are they intended to replace or substitute for them.
 RH0028.The intent of sharing this data is to allow access to positions or heights
 RH0028.recognized by the United States Government. Passive control that is used by
 RH0028.both nations may share the same or similar designations or descriptions but
 RH0028.do not share official positions or heights. The 'Station Description' may
 RH0028.originate from a Canadian 'Station Report' and if so contains information
 RH0028.licensed under the 'Open Government License - Canada'.
 RH0028
 RH0028.The horizontal coordinates were established by classical geodetic methods
 RH0028.and adjusted by the National Geodetic Survey in July 1986.
 RH0028
 RH0028.The orthometric height was scaled from a topographic map.
 RH0028
 RH0028.Significant digits in the geoid height do not necessarily reflect accuracy.
 RH0028
 RH0028.Click photographs - Photos may exist for this station.
 RH0028
 RH0028. The following values were computed from the NAD 83(1986) position.
 RH0028
 RH0028;                    North         East     Units Scale Factor Converg.
 RH0028;UTM  17      - 5,113,467.879   284,906.921   MT  1.00016877   -2 00 31.8
 RH0028
 RH0028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0028!UTM  17      -   0.99997732  x   1.00016877  =   1.00014608
 RH0028
 RH0028:                Primary Azimuth Mark                     Grid Az
 RH0028:UTM  17      -  SERPENT USLS 1896                        065 57 58.7
 RH0028
 RH0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM8490613467(NAD 83)
 RH0028
 RH0028|---------------------------------------------------------------------|
 RH0028| PID    Reference Object                     Distance      Geod. Az  |
 RH0028|                                                           dddmmss.s |
 RH0028| RH0026 SERPENT USLS 1896                   APPROX. 8.4 KM 0635726.9 |
 RH0028| RH0016 SULPHUR ISLAND LH                   APPROX.13.7 KM 0880929.6 |
 RH0028|---------------------------------------------------------------------|
 RH0028
 RH0028                          SUPERSEDED SURVEY CONTROL
 RH0028
 RH0028  NAD 27      -  46 08 26.99900(N)    083 47 05.74300(W) AD(       ) 3
 RH0028  USSD        -  46 08 27.75000(N)    083 47 04.94000(W) AD(       ) 3
 RH0028
 RH0028.Superseded values are not recommended for survey control.
 RH0028
 RH0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0028.See file dsdata.pdf to determine how the superseded data were derived.
 RH0028
 RH0028_MARKER: DH = HORIZONTAL CONTROL DISK
 RH0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RH0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RH0028+STABILITY: SURFACE MOTION
 RH0028
 RH0028  HISTORY     - Date     Condition        Report By
 RH0028  HISTORY     - 1896     MONUMENTED       USLS
 RH0028  HISTORY     - 1958     GOOD             IBC
 RH0028
 RH0028                          STATION DESCRIPTION
 RH0028
 RH0028'DESCRIBED BY US LAKE SURVEY 1896
 RH0028'IN THE NORTH CENTRAL PART OF KOCRUISH ISLAND, CALLED ON RECEND
 RH0028'CANADIAN CAPE ODONNELL ISLAND, AT THE W ENTRANCE TO THE NORTH CHANNEL
 RH0028'OF LAKE HURON.  IT IS IN OPEN GROUND, ON A HIGH RIDGE ABOUT 1/3 OF
 RH0028'THE WAY DOWN THE ISLAND FROM THE N END, AND MIDWAY BETWEEN E AND W
 RH0028'SHORES.
 RH0028'
 RH0028'STATION MARK IS A DRILL HOLE IN A ROCK UNDERGROUND.  A STANDARD
 RH0028'U S L S BRONZE DISK WITH A CROSE AND---KOCRUISH---STAMPED ON IT,
 RH0028'IN A 6-INCH CONCRETE CYLINDER, IS SET OVER THE STATION WITH ITS TOP
 RH0028'8 INCHES ABOVE GROUND IN A CAIRN.  A 30-FOOT POLE WAS WIRED UP OVER
 RH0028'THE STATION.  A 24-FOOT TOWER WAS BUILT OVER THE STATION.
 RH0028'
 RH0028'REFERENCE MARKS ARE CROSSES CUT ON ROCKS.  REFERENCE MARK 1 IS ON
 RH0028'A HIGH PINKISH BOULDER 9 BY 8 FEET BY 3 FEET HIGH, DISTANT 70.95
 RH0028'FEET SE OF THE STATION, ON SLIGHTLY LOWER GROUND.
 RH0028'
 RH0028'REFERENCE MARK 2 IS ON A WHITE ROCK 6 BY 6 FEET BY 5 FEET HIGH,
 RH0028'DISTANT 53.22 FEET SW OF THE STATION, ON THE SAME RIDGE, IN A
 RH0028'THICKET OF YOUNG TREES.
 RH0028
 RH0028                          STATION RECOVERY (1958)
 RH0028
 RH0028'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RH0028'RECOVERED IN GOOD CONDITION.  REFERENCES O K TOWER IS STILL STANDING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TB1001 ***********************************************************************
 TB1001  DESIGNATION -  LA BELLE
 TB1001  PID         -  TB1001
 TB1001  STATE/COUNTY-  ON/RAINY RIVER
 TB1001  COUNTRY     -  CANADA
 TB1001  NTS MAPSHEET-  EMO (2020)
 TB1001
 TB1001                         *CURRENT SURVEY CONTROL
 TB1001  ______________________________________________________________________
 TB1001* NAD 83(1996) POSITION- 48 37 05.68744(N) 093 44 57.77530(W)   ADJUSTED
 TB1001* NAVD 88 ORTHO HEIGHT -   341.    (meters)     1119.    (feet) SCALED
 TB1001  ______________________________________________________________________
 TB1001  GEOID HEIGHT    -        -29.989 (meters)                     EGM08
 TB1001  HORZ ORDER      -  SECOND
 TB1001
 TB1001.The positional and height information provided upon this datasheet are not
 TB1001.officially recognized by the Government of Canada, provincial governments
 TB1001.within Canada, nor are they intended to replace or substitute for them.
 TB1001.The intent of sharing this data is to allow access to positions or heights
 TB1001.recognized by the United States Government. Passive control that is used by
 TB1001.both nations may share the same or similar designations or descriptions but
 TB1001.do not share official positions or heights. The 'Station Description' may
 TB1001.originate from a Canadian 'Station Report' and if so contains information
 TB1001.licensed under the 'Open Government License - Canada'.
 TB1001
 TB1001.The horizontal coordinates were established by classical geodetic methods
 TB1001.and adjusted by the National Geodetic Survey in March 1999.
 TB1001
 TB1001.The orthometric height was scaled from a topographic map.
 TB1001
 TB1001.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB1001
 TB1001.Click photographs - Photos may exist for this station.
 TB1001
 TB1001. The following values were computed from the NAD 83(1996) position.
 TB1001
 TB1001;                    North         East     Units Scale Factor Converg.
 TB1001;UTM  15      - 5,385,290.475   444,770.831   MT  0.99963747   -0 33 44.3
 TB1001
 TB1001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TB1001!UTM  15      -   0.99995120  x   0.99963747  =   0.99958869
 TB1001
 TB1001:                Primary Azimuth Mark                     Grid Az
 TB1001:UTM  15      -  PINE                                     274 35 17.9
 TB1001
 TB1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP4477085290(NAD 83)
 TB1001
 TB1001|---------------------------------------------------------------------|
 TB1001| PID    Reference Object                     Distance      Geod. Az  |
 TB1001|                                                           dddmmss.s |
 TB1001| TB1145 STONE RM 1                                         0943607.2 |
 TB1001| CO7061 LA BELLE RM                          21.450 METERS 17831     |
 TB1001| TB1009 PINE                                APPROX. 5.2 KM 2740133.6 |
 TB1001|---------------------------------------------------------------------|
 TB1001
 TB1001                          SUPERSEDED SURVEY CONTROL
 TB1001
 TB1001  NAD 83(1986)-  48 37 05.67377(N)    093 44 57.78268(W) AD(       ) 2
 TB1001  NAD 27      -  48 37 05.84236(N)    093 44 57.19334(W) AD(       ) 2
 TB1001  USSD        -  48 37 06.47800(N)    093 44 56.81900(W) AD(       ) 3
 TB1001
 TB1001.Superseded values are not recommended for survey control.
 TB1001
 TB1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB1001.See file dsdata.pdf to determine how the superseded data were derived.
 TB1001
 TB1001_MARKER: DS = TRIANGULATION STATION DISK
 TB1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TB1001
 TB1001  HISTORY     - Date     Condition        Report By
 TB1001  HISTORY     - 1923     MONUMENTED       CGS
 TB1001
 TB1001                          STATION DESCRIPTION
 TB1001
 TB1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (CMD)
 TB1001'ABOUT 5-1/3 MILES EAST OF EMO, 544 METERS (1,785 FEET) EAST OF
 TB1001'MILEPOST 105 OF CANADIAN NATIONAL RAILWAY, 100 METERS (328 FEET)
 TB1001'EAST OF PRIVATE ROAD CROSSING IN REAR OF LA BELLE FARM, AND 7.448
 TB1001'METERS (24.43 FEET) NORTH OF SOUTH RAIL.  SURFACE MARK IS
 TB1001'STANDARD STATION DISK IN CONCRETE.  REFERENCE MARK
 TB1001'IS STANDARD REFERENCE DISK IN CONCRETE, 21.45 METERS
 TB1001'(70.4 FEET) FROM STATION S 01 DEG 29 MIN E.  BEARING
 TB1001'FROM STATION TO REFERENCE MARK OF STATION STONE IS S 85 DEG 24 MIN E.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0875 ***********************************************************************
 RJ0875  DESIGNATION -  LAIRD USLS
 RJ0875  PID         -  RJ0875
 RJ0875  STATE/COUNTY-  ON/ALGOMA
 RJ0875  COUNTRY     -  CANADA
 RJ0875  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ0875
 RJ0875                         *CURRENT SURVEY CONTROL
 RJ0875  ______________________________________________________________________
 RJ0875* NAD 83(1986) POSITION- 46 24 20.73011(N) 084 02 16.94831(W)   ADJUSTED
 RJ0875* NAVD 88 ORTHO HEIGHT -   277.8   (meters)      911.    (feet) VERTCON
 RJ0875  ______________________________________________________________________
 RJ0875  GEOID HEIGHT    -        -37.185 (meters)                     EGM08
 RJ0875  HORZ ORDER      -  FIRST
 RJ0875
 RJ0875.The positional and height information provided upon this datasheet are not
 RJ0875.officially recognized by the Government of Canada, provincial governments
 RJ0875.within Canada, nor are they intended to replace or substitute for them.
 RJ0875.The intent of sharing this data is to allow access to positions or heights
 RJ0875.recognized by the United States Government. Passive control that is used by
 RJ0875.both nations may share the same or similar designations or descriptions but
 RJ0875.do not share official positions or heights. The 'Station Description' may
 RJ0875.originate from a Canadian 'Station Report' and if so contains information
 RJ0875.licensed under the 'Open Government License - Canada'.
 RJ0875
 RJ0875.The horizontal coordinates were established by classical geodetic methods
 RJ0875.and adjusted by the National Geodetic Survey in July 1986.
 RJ0875
 RJ0875.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ0875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ0875
 RJ0875.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0875
 RJ0875.Click photographs - Photos may exist for this station.
 RJ0875
 RJ0875. The following values were computed from the NAD 83(1986) position.
 RJ0875
 RJ0875;                    North         East     Units Scale Factor Converg.
 RJ0875;UTM  16      - 5,143,395.410   727,664.201   MT  1.00023716   +2 08 45.9
 RJ0875;UTM  17      - 5,143,617.363   266,488.161   MT  1.00027032   -2 12 04.6
 RJ0875
 RJ0875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0875!UTM  16      -   0.99996228  x   1.00023716  =   1.00019943
 RJ0875!UTM  17      -   0.99996228  x   1.00027032  =   1.00023259
 RJ0875
 RJ0875:                Primary Azimuth Mark                     Grid Az
 RJ0875:UTM  16      -  KORAH                                    302 16 14.0
 RJ0875:UTM  17      -  KORAH                                    306 37 04.5
 RJ0875
 RJ0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2766443395(NAD 83)
 RJ0875
 RJ0875|---------------------------------------------------------------------|
 RJ0875| PID    Reference Object                     Distance      Geod. Az  |
 RJ0875|                                                           dddmmss.s |
 RJ0875| RJ0863 KORAH                               APPROX.32.5 KM 3042459.9 |
 RJ0875|---------------------------------------------------------------------|
 RJ0875
 RJ0875                          SUPERSEDED SURVEY CONTROL
 RJ0875
 RJ0875  NAD 27      -  46 24 20.67060(N)    084 02 16.91417(W) AD(       ) 1
 RJ0875  USSD        -  46 24 21.38700(N)    084 02 16.09100(W) AD(       ) 3
 RJ0875  NGVD 29 (05/22/90)  277.8    (m)  RAPSU86  model used  GPS OBS        
 RJ0875  NGVD 29 (07/19/86)  279.47   (m)          916.9    (f) LEVELING    3  
 RJ0875
 RJ0875.Superseded values are not recommended for survey control.
 RJ0875
 RJ0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0875.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0875
 RJ0875_MARKER: Z = SEE DESCRIPTION
 RJ0875_SETTING: 66 = SET IN ROCK OUTCROP
 RJ0875_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0875_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RJ0875+STABILITY: POSITION/ELEVATION WELL
 RJ0875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0875+SATELLITE: SATELLITE OBSERVATIONS - 1988
 RJ0875
 RJ0875  HISTORY     - Date     Condition        Report By
 RJ0875  HISTORY     - 1894     MONUMENTED       USLS
 RJ0875  HISTORY     - 1949     SEE DESCRIPTION  USLS
 RJ0875  HISTORY     - 1958     GOOD             IBC
 RJ0875  HISTORY     - 1988     GOOD             USACE
 RJ0875
 RJ0875                          STATION DESCRIPTION
 RJ0875
 RJ0875'DESCRIBED BY US LAKE SURVEY 1894
 RJ0875'ABOUT 3 MILES EAST OF LAKE GEORGE, ABOUT IN CENTER OF
 RJ0875'SECTION 16, LAIRD
 RJ0875'TOWNSHIP, ABOUT 1/2 MILE EAST OF ROAD TO ECOBA, 1/2 MILE
 RJ0875'SOUTH OF HOUSE OWNED BY MR. RILLEY,
 RJ0875'AND ON SOLID ROCK HILL.  MARKED BY
 RJ0875'CROSS CUT IN SOLID ROCK.
 RJ0875
 RJ0875                          STATION RECOVERY (1949)
 RJ0875
 RJ0875'RECOVERY NOTE BY US LAKE SURVEY 1949
 RJ0875'A PRIMARY STATION, IN NEAR THE CENTER OF SECTION 16,
 RJ0875'LAIRD TOWNSHIP,
 RJ0875'ALGOMA DISTRICT ONTARIO, CANADA, ABOUT 6 MILES SOUTHEAST
 RJ0875'OF ECHO BAY, ABOUT 1-1/2 MILES
 RJ0875'EAST OF KINGS HIGHWAY 17, ON
 RJ0875'THE NORTHEAST CORNER AND HIGHEST POINT OF A
 RJ0875'STEEP-SIDED ROCK HILL
 RJ0875'(ELEVATION BY TRIGONOMETRIC LEVELING, 923 FEET), 21.97 FEET S
 RJ0875'32 DEG.  03 MIN. W
 RJ0875'(TRUE) OF REFERENCE NO. 1 (DESCRIBED BELOW), 31.66 FEET N 55 DEG.
 RJ0875'41 MIN. W (TRUE) OF
 RJ0875'REFERENCE NO. 2 (DESCRIBED BELOW), 27.57 FEET S 56 DEG.
 RJ0875'52 MIN. E (TRUE) OF REFERENCE NO. 3
 RJ0875'(DESCRIBED BELOW), MARKED AT THE
 RJ0875'SURFACE BY A BRONZE DISC OF THE CANADIAN GEODETIC
 RJ0875'SURVEY IN THE TOP
 RJ0875'OF 15 INCH SQUARE CONCRETE MONUMENT, 8 INCHES HIGH, SET OVER THE OLD
 RJ0875'MARK WHICH WAS A
 RJ0875'1/2 INCH DRILL HOLE IN THE ROCK.
 RJ0875'
 RJ0875'REFERENCE NO. 1, (1894), IS THE INTERSECTION OF A CROSS-LINE ON
 RJ0875'A 6 INCH ARROW
 RJ0875'WHICH POINTS TO THE STATION AND IS CUT IN BED ROCK.
 RJ0875'
 RJ0875'REFERENCE NO. 2 (1894), IS THE INTERSECTION OF A CROSS-LINE ON
 RJ0875'A 6 INCH ARROW
 RJ0875'WHICH POINTS TO THE STATION AND IS CUT IN BED ROCK.
 RJ0875'
 RJ0875'REFERENCE NO. 3, (1894), IS THE INTERSECTION OF A CROSS-LINE ON
 RJ0875'A 6 INCH ARROW
 RJ0875'WHICH POINTS TO THE STATION AND IS CUT IN BED ROCK.
 RJ0875'
 RJ0875'TO REACH THE REFERENCES AND THE STATION PROCEED, FROM THE JUNCTION
 RJ0875'OF KINGS HIGHWAY
 RJ0875'17 AND THE MAIN STREET OF ECHO BAY, SOUTH ALONG 17
 RJ0875'6.1 MILES TO A CROSS ROAD (CALLED
 RJ0875'BRADSHAW CORNER), THENCE EAST 1.0
 RJ0875'MILES TO A CROSS ROAD, THENCE NORTH 0.4 MILE TO THE
 RJ0875'NORTH SIDE OF AN
 RJ0875'OPEN FIELD, THENCE EAST ALONG NORTH EDGE OF FIELD TO THE FAR CORNER,
 RJ0875'JOGGING TO THE
 RJ0875'SOUTH THREE TIMES, THENCE NORTHEAST THROUGH A WOODED
 RJ0875'AREA UP THE WEST SLOPE OF A ROCK
 RJ0875'HILL TO THE HIGHEST POINT NEAR THE
 RJ0875'NORTHEAST CORNER AND THE STATION.
 RJ0875'
 RJ0875'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 3 MILES EAST OF
 RJ0875'LAKE GEORGE.
 RJ0875
 RJ0875                          STATION RECOVERY (1958)
 RJ0875
 RJ0875'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0875'TO REACH THIS STATION, PROCEED 5 MILES S FROM ECHO BAY VILLAGE ON THE
 RJ0875'CONCRETE HIGHWAY, TURN LEFT 1 MILE TO LAIRD CORNERS, AND N 1/2 MILE TO
 RJ0875'A LARGE OPEN FIELD ON THE E SIDE.  TRAVEL E TO THE EXTREME END OF THIS
 RJ0875'FIELD AND ACROSS A NARROW STRIP OF WOODS TO THE SW CORNER OF THE HILL
 RJ0875'ON WHICH THE STATION IS LOCATED.  IT IS ON THE E END OF THE CENTRAL
 RJ0875'AND HIGHEST OF THE RIDGES ON TOP OF THE SOLID ROCK HILL, AND IN THE
 RJ0875'CENTER OF A HUGE CAIRN USED TO SUPPORT THE SIGNAL.  IT IS ABOUT THE
 RJ0875'CENTER OF SECTION 16 AND ABOUT 3 MILES E OF LAKE GEORGE.  UNDER THE
 RJ0875'CAIRN WILL BE FOUND A TRIANGULAR HOLE IN THE BARE ROCK, ABOUT A FOOT
 RJ0875'ON A SIDE AND SEVERAL INCHES DEEP WITH A RAISED AND SLOPING TONGUE
 RJ0875'NEAR THE CENTER.
 RJ0875'
 RJ0875'STATION MARK IS A DRILL HOLE BETWEEN THE LETTERS---U.---AND---S.---ON
 RJ0875'THE N SLOPE OF THE TONGUE IN CENTER OF THE TRIANGULAR HOLE.
 RJ0875
 RJ0875                          STATION RECOVERY (1988)
 RJ0875
 RJ0875'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ0875'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0939 ***********************************************************************
 TC0939  DESIGNATION -  LEVEL
 TC0939  PID         -  TC0939
 TC0939  STATE/COUNTY-  ON/RAINY RIVER
 TC0939  COUNTRY     -  CANADA
 TC0939  NTS MAPSHEET-  RAINY RIVER (2020)
 TC0939
 TC0939                         *CURRENT SURVEY CONTROL
 TC0939  ______________________________________________________________________
 TC0939* NAD 83(1996) POSITION- 48 42 11.14452(N) 094 32 01.75725(W)   ADJUSTED
 TC0939* NAVD 88 ORTHO HEIGHT -   329.    (meters)     1079.    (feet) SCALED
 TC0939  ______________________________________________________________________
 TC0939  GEOID HEIGHT    -        -29.027 (meters)                     EGM08
 TC0939  HORZ ORDER      -  THIRD
 TC0939
 TC0939.The positional and height information provided upon this datasheet are not
 TC0939.officially recognized by the Government of Canada, provincial governments
 TC0939.within Canada, nor are they intended to replace or substitute for them.
 TC0939.The intent of sharing this data is to allow access to positions or heights
 TC0939.recognized by the United States Government. Passive control that is used by
 TC0939.both nations may share the same or similar designations or descriptions but
 TC0939.do not share official positions or heights. The 'Station Description' may
 TC0939.originate from a Canadian 'Station Report' and if so contains information
 TC0939.licensed under the 'Open Government License - Canada'.
 TC0939
 TC0939.The horizontal coordinates were established by classical geodetic methods
 TC0939.and adjusted by the National Geodetic Survey in March 1999.
 TC0939
 TC0939.The orthometric height was scaled from a topographic map.
 TC0939
 TC0939.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0939
 TC0939.Click photographs - Photos may exist for this station.
 TC0939
 TC0939. The following values were computed from the NAD 83(1996) position.
 TC0939
 TC0939;                    North         East     Units Scale Factor Converg.
 TC0939;UTM  15      - 5,395,586.178   387,148.836   MT  0.99975646   -1 09 08.9
 TC0939
 TC0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0939!UTM  15      -   0.99995293  x   0.99975646  =   0.99970941
 TC0939
 TC0939:                Primary Azimuth Mark                     Grid Az
 TC0939:UTM  15      -  PALM                                     125 58 04.3
 TC0939
 TC0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8714895586(NAD 83)
 TC0939
 TC0939|---------------------------------------------------------------------|
 TC0939| PID    Reference Object                     Distance      Geod. Az  |
 TC0939|                                                           dddmmss.s |
 TC0939| TC0978 PALM                                APPROX. 0.6 KM 1244855.4 |
 TC0939| TC0974 OBJECT                              359.059 METERS 19325     |
 TC0939| TC0847 BRANCH                              326.018 METERS 30102     |
 TC0939|---------------------------------------------------------------------|
 TC0939
 TC0939                          SUPERSEDED SURVEY CONTROL
 TC0939
 TC0939  NAD 83(1986)-  48 42 11.12603(N)    094 32 01.75616(W) AD(       ) 3
 TC0939
 TC0939.Superseded values are not recommended for survey control.
 TC0939
 TC0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0939.See file dsdata.pdf to determine how the superseded data were derived.
 TC0939
 TC0939_MARKER: DD = SURVEY DISK
 TC0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0939+STABILITY: SURFACE MOTION
 TC0939
 TC0939  HISTORY     - Date     Condition        Report By
 TC0939  HISTORY     - 1914     MONUMENTED       IBC
 TC0939  HISTORY     - 1969     GOOD             IBC
 TC0939
 TC0939                          STATION DESCRIPTION
 TC0939
 TC0939'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC0939'ON THE NORTH BANK OF RAINY RIVER, ABOUT 2 MILES SOUTHEAST OF THE TOWN
 TC0939'OF RAINY RIVER, ONTARIO.  THE STATION IS ABOUT 64 METERS FROM AN OLD
 TC0939'HOUSE AND IS BETWEEN TWO FENCES, 7 METERS WEST OF ONE AND 14 METERS
 TC0939'EAST OF THE OTHER.  IT IS 2 METERS ABOVE AND 8 METERS BACK FROM THE
 TC0939'RIVERS EDGE.
 TC0939'
 TC0939'STATION MARK--A BRONZE DISK SET IN CONCRETE, MARKING TRIANGULATION
 TC0939'STATION---LEVEL,---IS 0.81 METER SOUTHWEST OF MONUMENT 95.
 TC0939
 TC0939                          STATION RECOVERY (1969)
 TC0939
 TC0939'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1969 (CJG)
 TC0939'THIS TRIANGULATION STATION IS ON THE NORTH SIDE OF THE RAINY RIVER,
 TC0939'ABOUT 2 MILES UP RIVER FROM THE CITY DOCK AND PARK OF THE TOWN OF
 TC0939'RAINY RIVER, ONTARIO.  THE STATION IS ABOUT 157 FEET E OF A FENCE,
 TC0939'ABOUT 170 FEET W OF THE EAST END OF A RIDGE BETWEEN A SLOUGH AND THE
 TC0939'RIVER, AND 0.81 METERS SW OF REF MON 95.  MARKER MAYBE COVERED WITH
 TC0939'A LITTLE DIRT.
 TC0939'
 TC0939'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TA0117 ***********************************************************************
 TA0117  DESIGNATION -  LIGHT
 TA0117  PID         -  TA0117
 TA0117  STATE/COUNTY-  ON/THUNDER BAY
 TA0117  COUNTRY     -  CANADA
 TA0117  NTS MAPSHEET-  SAGANAGA LAKE (2020)
 TA0117
 TA0117                         *CURRENT SURVEY CONTROL
 TA0117  ______________________________________________________________________
 TA0117* NAD 83(1996) POSITION- 48 13 39.30368(N) 090 44 51.08637(W)   ADJUSTED
 TA0117* NAVD 88 ORTHO HEIGHT -   488.    (meters)     1601.    (feet) SCALED
 TA0117  ______________________________________________________________________
 TA0117  GEOID HEIGHT    -        -32.397 (meters)                     EGM08
 TA0117  HORZ ORDER      -  FIRST
 TA0117
 TA0117.The positional and height information provided upon this datasheet are not
 TA0117.officially recognized by the Government of Canada, provincial governments
 TA0117.within Canada, nor are they intended to replace or substitute for them.
 TA0117.The intent of sharing this data is to allow access to positions or heights
 TA0117.recognized by the United States Government. Passive control that is used by
 TA0117.both nations may share the same or similar designations or descriptions but
 TA0117.do not share official positions or heights. The 'Station Description' may
 TA0117.originate from a Canadian 'Station Report' and if so contains information
 TA0117.licensed under the 'Open Government License - Canada'.
 TA0117
 TA0117.The horizontal coordinates were established by classical geodetic methods
 TA0117.and adjusted by the National Geodetic Survey in March 1999.
 TA0117
 TA0117.The orthometric height was scaled from a topographic map.
 TA0117
 TA0117.Significant digits in the geoid height do not necessarily reflect accuracy.
 TA0117
 TA0117.Click photographs - Photos may exist for this station.
 TA0117
 TA0117. The following values were computed from the NAD 83(1996) position.
 TA0117
 TA0117;                    North         East     Units Scale Factor Converg.
 TA0117;UTM  15      - 5,344,048.666   667,279.446   MT  0.99994383   +1 40 49.0
 TA0117
 TA0117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TA0117!UTM  15      -   0.99992857  x   0.99994383  =   0.99987240
 TA0117
 TA0117:                Primary Azimuth Mark                     Grid Az
 TA0117:UTM  15      -  MABEL                                    238 53 53.6
 TA0117
 TA0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UXP6727944048(NAD 83)
 TA0117
 TA0117|---------------------------------------------------------------------|
 TA0117| PID    Reference Object                     Distance      Geod. Az  |
 TA0117|                                                           dddmmss.s |
 TA0117| TA0122 MABEL                               APPROX.11.1 KM 2403442.6 |
 TA0117|---------------------------------------------------------------------|
 TA0117
 TA0117                          SUPERSEDED SURVEY CONTROL
 TA0117
 TA0117  NAD 83(1994)-  48 13 39.30605(N)    090 44 51.09433(W) AD(       ) 1
 TA0117  NAD 83(1986)-  48 13 39.29691(N)    090 44 51.06344(W) AD(       ) 1
 TA0117  NAD 27      -  48 13 39.70300(N)    090 44 50.68200(W) AD(       ) 1
 TA0117
 TA0117.Superseded values are not recommended for survey control.
 TA0117
 TA0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TA0117.See file dsdata.pdf to determine how the superseded data were derived.
 TA0117
 TA0117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TA0117
 TA0117  HISTORY     - Date     Condition        Report By
 TA0117  HISTORY     - 1915     MONUMENTED       GSC
 TA0117
 TA0117                          STATION DESCRIPTION
 TA0117
 TA0117'DESCRIBED BY GEODETIC SURVEY OF CANADA 1915
 TA0117'ON HILL ABOUT 1-1/2 MILES SOUTHEAST OF END OF LARGE BAY ON
 TA0117'NORTHERN LIGHT LAKE, OPPOSITE OUTLET OF LAKE.  NORTHERN LIGHT
 TA0117'LAKE MAY BE ENTERED AT ITS WEST END BY RIVER WHICH FLOWS FROM IT
 TA0117'INTO SAGANAGA LAKE.  TRAIL ENTERS WOODS NEAR LARGE ROCK OUTCROP
 TA0117'AND GOES IN SOUTHEASTERLY DIRECTION TO HIGH HILL AND THEN IN
 TA0117'EASTERLY DIRECTION TO STATION SITE.  HILL IS TIMBERED WITH JACK
 TA0117'PINE AND SPRUCE, AND A FEW BIRCH AND POPLAR.  MARKED BY COPPER
 TA0117'BOLT STAMPED G.S.C. 1915 IN SOLID OUTCROP OF GRAY GRANITE.
 TA0117'THREE REFERENCE BOLTS ARE AS FOLLOWS--NO. 1, 7.24 METERS
 TA0117'(23.8 FEET) FROM STATION N 02 DEG 43 MIN E.  NO. 2,
 TA0117'10.13 METERS (33.2 FEET) FROM STATION S 39 DEG 59 MIN E.
 TA0117'AND NO. 3, 9.78 METERS (32.1 FEET) FROM STATION S 61 DEG 27 MIN W.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 QJ0201 ***********************************************************************
 QJ0201  DESIGNATION -  LIME USLS 1904
 QJ0201  PID         -  QJ0201
 QJ0201  STATE/COUNTY-  ON/MANITOULIN
 QJ0201  COUNTRY     -  CANADA
 QJ0201  NTS MAPSHEET-  MELDRUM BAY (2020)
 QJ0201
 QJ0201                         *CURRENT SURVEY CONTROL
 QJ0201  ______________________________________________________________________
 QJ0201* NAD 83(1986) POSITION- 45 52 29.64385(N) 083 13 09.32509(W)   ADJUSTED
 QJ0201* NAVD 88 ORTHO HEIGHT -   177.    (meters)      581.    (feet) SCALED
 QJ0201  ______________________________________________________________________
 QJ0201  GEOID HEIGHT    -        -37.825 (meters)                     EGM08
 QJ0201  HORZ ORDER      -  SECOND
 QJ0201
 QJ0201.The positional and height information provided upon this datasheet are not
 QJ0201.officially recognized by the Government of Canada, provincial governments
 QJ0201.within Canada, nor are they intended to replace or substitute for them.
 QJ0201.The intent of sharing this data is to allow access to positions or heights
 QJ0201.recognized by the United States Government. Passive control that is used by
 QJ0201.both nations may share the same or similar designations or descriptions but
 QJ0201.do not share official positions or heights. The 'Station Description' may
 QJ0201.originate from a Canadian 'Station Report' and if so contains information
 QJ0201.licensed under the 'Open Government License - Canada'.
 QJ0201
 QJ0201.The horizontal coordinates were established by classical geodetic methods
 QJ0201.and adjusted by the National Geodetic Survey in July 1986.
 QJ0201
 QJ0201.The orthometric height was scaled from a topographic map.
 QJ0201
 QJ0201.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0201
 QJ0201.Click photographs - Photos may exist for this station.
 QJ0201
 QJ0201. The following values were computed from the NAD 83(1986) position.
 QJ0201
 QJ0201;                    North         East     Units Scale Factor Converg.
 QJ0201;UTM  17      - 5,082,543.167   327,772.198   MT  0.99996467   -1 35 36.3
 QJ0201
 QJ0201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0201!UTM  17      -   0.99997819  x   0.99996467  =   0.99994286
 QJ0201
 QJ0201:                Primary Azimuth Mark                     Grid Az
 QJ0201:UTM  17      -  REID                                     300 22 59.1
 QJ0201
 QJ0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL2777282543(NAD 83)
 QJ0201
 QJ0201|---------------------------------------------------------------------|
 QJ0201| PID    Reference Object                     Distance      Geod. Az  |
 QJ0201|                                                           dddmmss.s |
 QJ0201| QJ0202 REID                                APPROX.10.9 KM 2984722.8 |
 QJ0201|---------------------------------------------------------------------|
 QJ0201
 QJ0201                          SUPERSEDED SURVEY CONTROL
 QJ0201
 QJ0201  NAD 27      -  45 52 29.56000(N)    083 13 09.39500(W) AD(       ) 2
 QJ0201
 QJ0201.Superseded values are not recommended for survey control.
 QJ0201
 QJ0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0201.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0201
 QJ0201_MARKER: Z = SEE DESCRIPTION
 QJ0201_SETTING: 0 = UNSPECIFIED SETTING
 QJ0201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0201
 QJ0201  HISTORY     - Date     Condition        Report By
 QJ0201  HISTORY     - 1904     MONUMENTED       USLS
 QJ0201
 QJ0201                          STATION DESCRIPTION
 QJ0201
 QJ0201'DESCRIBED BY US LAKE SURVEY 1904
 QJ0201'ON LIME POINT, ON SOUTHERN SHORE OF MANITOULIN ISLAND, ABOUT 1-1/2
 QJ0201'MILES SOUTH OF
 QJ0201'MISSISAGI STRAIT LIGHTHOUSE.  MARKED BY 5/8-INCH DRILL HOLE IN ROCK
 QJ0201'ABOUT 1 FOOT BELOW SURFACE OF
 QJ0201'GROUND, 1-1/2 FEET FARTHER FROM LAKE THAN A 10-INCH TAMARACK
 QJ0201'STUB, 49 FEET FROM BLAZED 14-INCH CEDAR
 QJ0201'TREE, AND 30.5 FEET FROM ANOTHER BLAZED
 QJ0201'10-INCH CEDAR TREE, 11 FEET BEYOND WHICH, ON SAME LINE, IS
 QJ0201'BLAZED 16-INCH BIRCH TREE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0944 ***********************************************************************
 TC0944  DESIGNATION -  LIPKIE
 TC0944  PID         -  TC0944
 TC0944  STATE/COUNTY-  ON/RAINY RIVER
 TC0944  COUNTRY     -  CANADA
 TC0944  NTS MAPSHEET-  PINEWOOD (2020)
 TC0944
 TC0944                         *CURRENT SURVEY CONTROL
 TC0944  ______________________________________________________________________
 TC0944* NAD 83(1996) POSITION- 48 42 46.40888(N) 094 23 01.95060(W)   ADJUSTED
 TC0944* NAVD 88 ORTHO HEIGHT -   329.    (meters)     1079.    (feet) SCALED
 TC0944  ______________________________________________________________________
 TC0944  GEOID HEIGHT    -        -29.227 (meters)                     EGM08
 TC0944  HORZ ORDER      -  THIRD
 TC0944
 TC0944.The positional and height information provided upon this datasheet are not
 TC0944.officially recognized by the Government of Canada, provincial governments
 TC0944.within Canada, nor are they intended to replace or substitute for them.
 TC0944.The intent of sharing this data is to allow access to positions or heights
 TC0944.recognized by the United States Government. Passive control that is used by
 TC0944.both nations may share the same or similar designations or descriptions but
 TC0944.do not share official positions or heights. The 'Station Description' may
 TC0944.originate from a Canadian 'Station Report' and if so contains information
 TC0944.licensed under the 'Open Government License - Canada'.
 TC0944
 TC0944.The horizontal coordinates were established by classical geodetic methods
 TC0944.and adjusted by the National Geodetic Survey in March 1999.
 TC0944
 TC0944.The orthometric height was scaled from a topographic map.
 TC0944
 TC0944.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0944
 TC0944.Click photographs - Photos may exist for this station.
 TC0944
 TC0944. The following values were computed from the NAD 83(1996) position.
 TC0944
 TC0944;                    North         East     Units Scale Factor Converg.
 TC0944;UTM  15      - 5,396,463.937   398,200.634   MT  0.99972732   -1 02 23.8
 TC0944
 TC0944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0944!UTM  15      -   0.99995296  x   0.99972732  =   0.99968030
 TC0944
 TC0944:                Primary Azimuth Mark                     Grid Az
 TC0944:UTM  15      -  STRAW                                    113 44 34.0
 TC0944
 TC0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP9820096463(NAD 83)
 TC0944
 TC0944|---------------------------------------------------------------------|
 TC0944| PID    Reference Object                     Distance      Geod. Az  |
 TC0944|                                                           dddmmss.s |
 TC0944| TC1226 STRAW                               APPROX. 0.6 KM 1124210.2 |
 TC0944| TC1199 ROBINSON                            390.897 METERS 14914     |
 TC0944| TC1245 TURNQUIST                           286.818 METERS 21021     |
 TC0944|---------------------------------------------------------------------|
 TC0944
 TC0944                          SUPERSEDED SURVEY CONTROL
 TC0944
 TC0944  NAD 83(1986)-  48 42 46.39025(N)    094 23 01.94136(W) AD(       ) 3
 TC0944
 TC0944.Superseded values are not recommended for survey control.
 TC0944
 TC0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0944.See file dsdata.pdf to determine how the superseded data were derived.
 TC0944
 TC0944_MARKER: X = CHISELED CROSS
 TC0944_SETTING: 80 = SET IN A BOULDER
 TC0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0944+STABILITY: SURFACE MOTION
 TC0944
 TC0944  HISTORY     - Date     Condition        Report By
 TC0944  HISTORY     - 1914     MONUMENTED       IBC
 TC0944  HISTORY     - 1969     GOOD             IBC
 TC0944
 TC0944                          STATION DESCRIPTION
 TC0944
 TC0944'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC0944'ON THE NORTH BANK OF RAINY RIVER, ABOUT 2-3/4 MILES EAST OF
 TC0944'CLEMENSTON, MINN, ABOUT 75 METERS EAST OF THE RANGE LINE, AND ABOUT
 TC0944'MIDWAY BETWEEN BUNTING AND BUDROW CREEKS.  THE STATION IS ON A BENCH
 TC0944'ABOUT 5 METERS ABOVE AND 13 METERS BACK FROM THE RIVERS EDGE.  IT IS
 TC0944'2 METERS SOUTH OF A FENCE, ABOUT 38 METERS SOUTH OF LIPKIES BARN, AND
 TC0944'BACK OF A BOATHOUSE.
 TC0944'
 TC0944'STATION MARK--A CROSS CUT IN A STONE OVER A BALL OF WIRE, MARKING
 TC0944'TRIANGULATION STATION---LIPKIE,---IS 0.94 METER SOUTH OF MONUMENT 109.
 TC0944
 TC0944                          STATION RECOVERY (1969)
 TC0944
 TC0944'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1969 (CJG)
 TC0944'ON THE NORTH BANK OF THE RAINY RIVER, ABOUT 2.9 MILES UP RIVER FROM
 TC0944'RAPID RIVER BAYS MOUTH AT CLEMENTSON, MINN.  THE STATION IS DIRECTLY
 TC0944'IN FRONT OF THE OLD LIPKIE HOUSE (ONLY BASEMENT LEFT IN 1969) AND
 TC0944'0.94 METERS SOUTH (AT AN BEARING OF 30 DEGREES AND 21 MINUTES) OF
 TC0944'REF MON 109.  IT IS COVERED BY DIRT.
 TC0944'
 TC0944'STATION MARK IS A CROSS CUT IN A STONE, OVER A BURIED COIL OF WIRE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DO5134 ***********************************************************************
 DO5134  CORS        -  This is a GPS Continuously Operating Reference Station.
 DO5134  DESIGNATION -  LITTLE CURRENT CORS ARP
 DO5134  CORS_ID     -  LCUR
 DO5134  PID         -  DO5134
 DO5134  STATE/COUNTY-  ON/MANITOULIN
 DO5134  COUNTRY     -  CANADA
 DO5134  NTS MAPSHEET-  LITTLE CURRENT (2020)
 DO5134
 DO5134                         *CURRENT SURVEY CONTROL
 DO5134  ______________________________________________________________________
 DO5134* NAD 83(2011) POSITION- 45 58 49.90867(N) 081 55 28.04906(W)   ADJUSTED
 DO5134* NAD 83(2011) ELLIP HT-   144.614 (meters)        (06/??/19)   ADJUSTED
 DO5134* NAD 83(2011) EPOCH   -  2010.00
 DO5134  ______________________________________________________________________
 DO5134  GEOID HEIGHT    -        -37.495 (meters)                     EGM08
 DO5134  NAD 83(2011) X  -    623,721.779 (meters)                     COMP
 DO5134  NAD 83(2011) Y  - -4,395,948.980 (meters)                     COMP
 DO5134  NAD 83(2011) Z  -  4,563,847.964 (meters)                     COMP
 DO5134
 DO5134  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO5134  Standards:
 DO5134         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO5134            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO5134  -------------------------------------------------------------------
 DO5134  NETWORK    0.26   0.71           0.12   0.09   0.36     -0.10258100
 DO5134  -------------------------------------------------------------------
 DO5134
 DO5134.The positional and height information provided upon this datasheet are not
 DO5134.officially recognized by the Government of Canada, provincial governments
 DO5134.within Canada, nor are they intended to replace or substitute for them.
 DO5134.The intent of sharing this data is to allow access to positions or heights
 DO5134.recognized by the United States Government. Passive control that is used by
 DO5134.both nations may share the same or similar designations or descriptions but
 DO5134.do not share official positions or heights. The 'Station Description' may
 DO5134.originate from a Canadian 'Station Report' and if so contains information
 DO5134.licensed under the 'Open Government License - Canada'.
 DO5134
 DO5134.The coordinates were established by GPS observations
 DO5134.and adjusted by the National Geodetic Survey in June 2019.
 DO5134
 DO5134.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO5134.been affixed to the stable North American Tectonic Plate. 
 DO5134
 DO5134.The coordinates are valid at the epoch date displayed above
 DO5134.which is a decimal equivalence of Year/Month/Day.
 DO5134
 DO5134.Due to the release of the International GNSS Service (IGS) 2014
 DO5134.realization of the International Terrestrial Reference Frame of 2014
 DO5134.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DO5134.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DO5134.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DO5134.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DO5134.currently published epoch of 2010.00.
 DO5134
 DO5134.Additional information on MYCS2 is available at
 DO5134.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DO5134
 DO5134.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5134
 DO5134.The PID for the CORS L1 Phase Center is DO5135.
 DO5134
 DO5134.Click photographs - Photos may exist for this station.
 DO5134
 DO5134.The XYZ, and position/ellipsoidal ht. are equivalent.
 DO5134
 DO5134.The ellipsoidal height was determined by GPS observations
 DO5134.and is referenced to NAD 83.
 DO5134
 DO5134. The following values were computed from the NAD 83(2011) position.
 DO5134
 DO5134;                    North         East     Units Scale Factor Converg.
 DO5134;UTM  17      - 5,092,299.703   428,392.071   MT  0.99966304   -0 39 53.3
 DO5134
 DO5134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO5134!UTM  17      -   0.99997733  x   0.99966304  =   0.99964038
 DO5134
 DO5134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TML2839292299(NAD 83)
 DO5134
 DO5134                          SUPERSEDED SURVEY CONTROL
 DO5134
 DO5134  NAD 83(2011)-  45 58 49.90913(N)    081 55 28.04930(W) AD(2010.00) c
 DO5134  ELLIP H (02/??/13)  144.604  (m)                       GP(2010.00) c c
 DO5134
 DO5134.Superseded values are not recommended for survey control.
 DO5134
 DO5134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO5134.See file dsdata.pdf to determine how the superseded data were derived.
 DO5134
 DO5134_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DO5134
 DO5134                          STATION DESCRIPTION
 DO5134
 DO5134'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DO5134'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DO5134'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DO5134'ACCESSIBLE AT THE WORLDWIDE WEB.
 DO5134'https://geodesy.noaa.gov/CORS/data.shtml
 DO5134'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DO5136 ***********************************************************************
 DO5136  CORS        -  This is a GPS Continuously Operating Reference Station.
 DO5136  DESIGNATION -  LITTLE CURRENT CORS GRP
 DO5136  CORS_ID     -  LCUR
 DO5136  PID         -  DO5136
 DO5136  STATE/COUNTY-  ON/MANITOULIN
 DO5136  COUNTRY     -  CANADA
 DO5136  NTS MAPSHEET-  LITTLE CURRENT (2020)
 DO5136
 DO5136                         *CURRENT SURVEY CONTROL
 DO5136  ______________________________________________________________________
 DO5136* NAD 83(2011) POSITION- 45 58 49.90867(N) 081 55 28.04906(W)   ADJUSTED
 DO5136* NAD 83(2011) ELLIP HT-   144.514 (meters)        (06/??/19)   ADJUSTED
 DO5136* NAD 83(2011) EPOCH   -  2010.00
 DO5136  ______________________________________________________________________
 DO5136  GEOID HEIGHT    -        -37.495 (meters)                     EGM08
 DO5136  NAD 83(2011) X  -    623,721.769 (meters)                     COMP
 DO5136  NAD 83(2011) Y  - -4,395,948.911 (meters)                     COMP
 DO5136  NAD 83(2011) Z  -  4,563,847.892 (meters)                     COMP
 DO5136
 DO5136  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO5136  Standards:
 DO5136         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO5136            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO5136  -------------------------------------------------------------------
 DO5136  NETWORK    0.26   0.71           0.12   0.09   0.36     -0.10258100
 DO5136  -------------------------------------------------------------------
 DO5136
 DO5136.The positional and height information provided upon this datasheet are not
 DO5136.officially recognized by the Government of Canada, provincial governments
 DO5136.within Canada, nor are they intended to replace or substitute for them.
 DO5136.The intent of sharing this data is to allow access to positions or heights
 DO5136.recognized by the United States Government. Passive control that is used by
 DO5136.both nations may share the same or similar designations or descriptions but
 DO5136.do not share official positions or heights. The 'Station Description' may
 DO5136.originate from a Canadian 'Station Report' and if so contains information
 DO5136.licensed under the 'Open Government License - Canada'.
 DO5136
 DO5136.The horizontal coordinates were established by GPS observations
 DO5136.and adjusted by the National Geodetic Survey in June 2019.
 DO5136
 DO5136.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO5136.been affixed to the stable North American Tectonic Plate. 
 DO5136
 DO5136.The horizontal coordinates are valid at the epoch date displayed above
 DO5136.which is a decimal equivalence of Year/Month/Day.
 DO5136
 DO5136.Due to the release of the International GNSS Service (IGS) 2014
 DO5136.realization of the International Terrestrial Reference Frame of 2014
 DO5136.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DO5136.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DO5136.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DO5136.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DO5136.currently published epoch of 2010.00.
 DO5136
 DO5136.Additional information on MYCS2 is available at
 DO5136.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DO5136
 DO5136.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO5136
 DO5136.Click photographs - Photos may exist for this station.
 DO5136
 DO5136.The XYZ, and position/ellipsoidal ht. are equivalent.
 DO5136
 DO5136.The ellipsoidal height was determined by GPS observations
 DO5136.and is referenced to NAD 83.
 DO5136
 DO5136. The following values were computed from the NAD 83(2011) position.
 DO5136
 DO5136;                    North         East     Units Scale Factor Converg.
 DO5136;UTM  17      - 5,092,299.703   428,392.071   MT  0.99966304   -0 39 53.3
 DO5136
 DO5136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO5136!UTM  17      -   0.99997735  x   0.99966304  =   0.99964039
 DO5136
 DO5136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TML2839292299(NAD 83)
 DO5136
 DO5136                          SUPERSEDED SURVEY CONTROL
 DO5136
 DO5136  NAD 83(2011)-  45 58 49.90913(N)    081 55 28.04930(W) AD(2010.00) A
 DO5136  ELLIP H (02/??/13)  144.504  (m)                       GP(2010.00) 4 1
 DO5136
 DO5136.Superseded values are not recommended for survey control.
 DO5136
 DO5136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO5136.See file dsdata.pdf to determine how the superseded data were derived.
 DO5136
 DO5136_MARKER: Z = SEE DESCRIPTION
 DO5136_SETTING: 0 = UNSPECIFIED SETTING
 DO5136_STAMPING: UNKNOWN
 DO5136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO5136
 DO5136  HISTORY     - Date     Condition        Report By
 DO5136  HISTORY     - 20150803 MONUMENTED       NGS
 DO5136
 DO5136                          STATION DESCRIPTION
 DO5136
 DO5136'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'LCUR'
 DO5136'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DO5136'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DO5136'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DO5136'   https://geodesy.noaa.gov/corsdata/coord/coord_14
 DO5136'   https://geodesy.noaa.gov/corsdata/station_log
 DO5136'   https://geodesy.noaa.gov/CORS
 DO5136'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0846 ***********************************************************************
 RJ0846  DESIGNATION -  LOCK IBC 1943
 RJ0846  PID         -  RJ0846
 RJ0846  STATE/COUNTY-  ON/ALGOMA
 RJ0846  COUNTRY     -  CANADA
 RJ0846  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ0846
 RJ0846                         *CURRENT SURVEY CONTROL
 RJ0846  ______________________________________________________________________
 RJ0846* NAD 83(1986) POSITION- 46 30 45.54343(N) 084 21 44.68677(W)   ADJUSTED
 RJ0846* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0846  ______________________________________________________________________
 RJ0846  GEOID HEIGHT    -        -37.078 (meters)                     EGM08
 RJ0846  HORZ ORDER      -  THIRD
 RJ0846
 RJ0846.The positional and height information provided upon this datasheet are not
 RJ0846.officially recognized by the Government of Canada, provincial governments
 RJ0846.within Canada, nor are they intended to replace or substitute for them.
 RJ0846.The intent of sharing this data is to allow access to positions or heights
 RJ0846.recognized by the United States Government. Passive control that is used by
 RJ0846.both nations may share the same or similar designations or descriptions but
 RJ0846.do not share official positions or heights. The 'Station Description' may
 RJ0846.originate from a Canadian 'Station Report' and if so contains information
 RJ0846.licensed under the 'Open Government License - Canada'.
 RJ0846
 RJ0846.The horizontal coordinates were established by classical geodetic methods
 RJ0846.and adjusted by the National Geodetic Survey in July 1986.
 RJ0846
 RJ0846.The orthometric height was scaled from a topographic map.
 RJ0846
 RJ0846.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0846
 RJ0846.Click photographs - Photos may exist for this station.
 RJ0846
 RJ0846. The following values were computed from the NAD 83(1986) position.
 RJ0846
 RJ0846;                    North         East     Units Scale Factor Converg.
 RJ0846;UTM  16      - 5,154,389.210   702,336.398   MT  1.00010326   +1 54 51.4
 RJ0846
 RJ0846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0846!UTM  16      -   0.99997822  x   1.00010326  =   1.00008147
 RJ0846
 RJ0846:                Primary Azimuth Mark                     Grid Az
 RJ0846:UTM  16      -  ACK                                      229 29 11.8
 RJ0846
 RJ0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0233654389(NAD 83)
 RJ0846
 RJ0846|---------------------------------------------------------------------|
 RJ0846| PID    Reference Object                     Distance      Geod. Az  |
 RJ0846|                                                           dddmmss.s |
 RJ0846| RJ0836 SAULT STE MARIE HS FLAG POLE        APPROX. 2.8 KM 0835742.4 |
 RJ0846| RJ1018 SAULT STE MARIE ST MARYS SPIRE      APPROX. 2.3 KM 1341952.6 |
 RJ0846| RJ1021 SAULT STE MARIE WATER TOWER         APPROX. 2.4 KM 1730122.9 |
 RJ0846| RJ1022 FORT BRADY CHAPEL SPIRE             APPROX. 2.4 KM 1740955.2 |
 RJ0846| RJ1059 NORTHWEST LEATHER COMPANY STK       APPROX. 3.6 KM 2202228.2 |
 RJ0846| RJ0865 ACK                                 APPROX. 1.4 KM 2312403.2 |
 RJ0846|---------------------------------------------------------------------|
 RJ0846
 RJ0846                          SUPERSEDED SURVEY CONTROL
 RJ0846
 RJ0846  NAD 27      -  46 30 45.47200(N)    084 21 44.53700(W) AD(       ) 3
 RJ0846
 RJ0846.Superseded values are not recommended for survey control.
 RJ0846
 RJ0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0846.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0846
 RJ0846_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0846+STABILITY: SURFACE MOTION
 RJ0846
 RJ0846  HISTORY     - Date     Condition        Report By
 RJ0846  HISTORY     - 1943     MONUMENTED       IBC
 RJ0846  HISTORY     - 1968     GOOD             USACE
 RJ0846
 RJ0846                          STATION DESCRIPTION
 RJ0846
 RJ0846'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0846'ON HIGHEST POINT AT W END OF DREDGE DUMP ABOUT 600 FEET W OF CANADIAN
 RJ0846'PACIFIC RAILWAY TRACK.  IT IS ABOUT 70 FEET FROM S SIDE OF CANADIAN
 RJ0846'LOCK AND 100 FEET E OF END OF CONCRETE PIER.  IT IS 25 FEET ABOVE
 RJ0846'THE WATER.
 RJ0846'
 RJ0846'STATION MARK IS AN I B C STANDARD BRONZE - DISK STATION MARK AT
 RJ0846'SURFACE OF GROUND SET IN CYLINDER OF CONCRETE 7 INCHES IN DIAMETER
 RJ0846'AND 18 INCHES IN DEPTH.  THE SUBSURFACE MARK IS ROUNDHEADED COPPER
 RJ0846'RIVET SET IN CONCRETE BLOCK 20 INCHES UNDERGROUND.
 RJ0846
 RJ0846                          STATION RECOVERY (1968)
 RJ0846
 RJ0846'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1968
 RJ0846'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 AD9916 ***********************************************************************
 AD9916  DESIGNATION -  LONDON CBL PIER 1
 AD9916  PID         -  AD9916
 AD9916  STATE/COUNTY-  ON/MIDDLESEX
 AD9916  COUNTRY     -  CANADA
 AD9916  NTS MAPSHEET-  ST. THOMAS (2020)
 AD9916
 AD9916                         *CURRENT SURVEY CONTROL
 AD9916  ______________________________________________________________________
 AD9916* NAD 83(2011) POSITION- 42 52 57.95641(N) 081 15 03.61573(W)   ADJUSTED
 AD9916* NAD 83(2011) ELLIP HT-   236.505 (meters)        (06/27/12)   ADJUSTED
 AD9916* NAD 83(2011) EPOCH   -  2010.00
 AD9916* NAVD 88 ORTHO HEIGHT -   272.0   (meters)      892.    (feet) GPS OBS
 AD9916  ______________________________________________________________________
 AD9916  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AD9916  GEOID HEIGHT    -        -35.510 (meters)                     GEOID99
 AD9916  GEOID HEIGHT    -        -36.101 (meters)                     EGM08
 AD9916  NAD 83(2011) X  -    712,008.323 (meters)                     COMP
 AD9916  NAD 83(2011) Y  - -4,626,531.757 (meters)                     COMP
 AD9916  NAD 83(2011) Z  -  4,318,128.654 (meters)                     COMP
 AD9916
 AD9916  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD9916  Standards:
 AD9916         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD9916            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD9916  -------------------------------------------------------------------
 AD9916  NETWORK    0.43   1.04           0.17   0.18   0.53      0.03383728
 AD9916  -------------------------------------------------------------------
 AD9916  Click here for local accuracies and other accuracy information.
 AD9916
 AD9916.The positional and height information provided upon this datasheet are not
 AD9916.officially recognized by the Government of Canada, provincial governments
 AD9916.within Canada, nor are they intended to replace or substitute for them.
 AD9916.The intent of sharing this data is to allow access to positions or heights
 AD9916.recognized by the United States Government. Passive control that is used by
 AD9916.both nations may share the same or similar designations or descriptions but
 AD9916.do not share official positions or heights. The 'Station Description' may
 AD9916.originate from a Canadian 'Station Report' and if so contains information
 AD9916.licensed under the 'Open Government License - Canada'.
 AD9916
 AD9916.The horizontal coordinates were established by GPS observations
 AD9916.and adjusted by the National Geodetic Survey in June 2012.
 AD9916
 AD9916.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD9916.been affixed to the stable North American tectonic plate. See 
 AD9916.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD9916
 AD9916.The horizontal coordinates are valid at the epoch date displayed above
 AD9916.which is a decimal equivalence of Year/Month/Day.
 AD9916
 AD9916.The orthometric height was determined by GPS observations and a
 AD9916.high-resolution geoid model.
 AD9916
 AD9916.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9916
 AD9916.Click photographs - Photos may exist for this station.
 AD9916
 AD9916.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9916
 AD9916.The ellipsoidal height was determined by GPS observations
 AD9916.and is referenced to NAD 83.
 AD9916
 AD9916. The following values were computed from the NAD 83(2011) position.
 AD9916
 AD9916;                    North         East     Units Scale Factor Converg.
 AD9916;UTM  17      - 4,747,826.811   479,502.189   MT  0.99960517   -0 10 14.9
 AD9916
 AD9916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9916!UTM  17      -   0.99996291  x   0.99960517  =   0.99956810
 AD9916
 AD9916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMH7950247826(NAD 83)
 AD9916
 AD9916                          SUPERSEDED SURVEY CONTROL
 AD9916
 AD9916  NAD 83(2007)-  42 52 57.95658(N)    081 15 03.61656(W) AD(2002.00) 0
 AD9916  ELLIP H (02/10/07)  236.517  (m)                       GP(2002.00)    
 AD9916  ELLIP H (09/18/02)  236.484  (m)                       GP(       ) 4 2
 AD9916  NAD 83(1986)-  42 52 57.95679(N)    081 15 03.61761(W) AD(       ) A
 AD9916  ELLIP H (07/24/97)  236.534  (m)                       GP(       ) 2 1
 AD9916  NAVD 88 (07/24/97)  271.9    (m)  G96SSS   model used  GPS OBS        
 AD9916  NAVD 88 (07/22/97)  272.0    (m)  GEOID96  model used  GPS OBS        
 AD9916
 AD9916.Superseded values are not recommended for survey control.
 AD9916
 AD9916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9916.See file dsdata.pdf to determine how the superseded data were derived.
 AD9916
 AD9916_MARKER: DA = ASTRO MARKER (USUALLY A DISK)
 AD9916_SETTING: 0 = UNSPECIFIED SETTING
 AD9916_MARK LOGO: GSC
 AD9916_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9916_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD9916+STABILITY: POSITION/ELEVATION WELL
 AD9916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9916+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2001
 AD9916
 AD9916  HISTORY     - Date     Condition        Report By
 AD9916  HISTORY     - 1983     MONUMENTED       GSC
 AD9916  HISTORY     - 19960514 GOOD             NYDT
 AD9916  HISTORY     - 20010808 GOOD             GSC
 AD9916
 AD9916                          STATION DESCRIPTION
 AD9916
 AD9916'DESCRIBED BY NY DEPT OF TRANSP 1996
 AD9916'RECOVERED AS DESCRIBED BY THE CANADIAN GEODETIC SURVEY.  THE MOST
 AD9916'EASTERLY OF 6 LARGE CONCRETE PIERS OF THE LONDON EDME CALIBRATION
 AD9916'BASELINE.  A THREADED FIXTURE FORMED INTO THE TOP OF A 1.5 M (4.9 FT)
 AD9916'HIGH BY 30 CM DIAMETER CONCRETE PIER SET DEEP INTO THE GROUND.
 AD9916'GEOMATICS CANADA UNIQUE ID 813041.
 AD9916
 AD9916                          STATION RECOVERY (2001)
 AD9916
 AD9916'RECOVERY NOTE BY GEODETIC SURVEY OF CANADA 2001
 AD9916'RECOVERED AS DESCRIBED.
 AD9916'
 AD9916'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 PH2308 ***********************************************************************
 PH2308  DESIGNATION -  LONG SAULT W T IBC
 PH2308  PID         -  PH2308
 PH2308  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 PH2308  COUNTRY     -  CANADA
 PH2308  NTS MAPSHEET-  CORNWALL (2020)
 PH2308
 PH2308                         *CURRENT SURVEY CONTROL
 PH2308  ______________________________________________________________________
 PH2308* NAD 83(1996) POSITION- 45 02 07.01992(N) 074 53 24.32856(W)   ADJUSTED
 PH2308* NAVD 88 ORTHO HEIGHT -    83.    (meters)      272.    (feet) SCALED
 PH2308  ______________________________________________________________________
 PH2308  GEOID HEIGHT    -        -31.729 (meters)                     EGM08
 PH2308  HORZ ORDER      -  THIRD
 PH2308
 PH2308.The positional and height information provided upon this datasheet are not
 PH2308.officially recognized by the Government of Canada, provincial governments
 PH2308.within Canada, nor are they intended to replace or substitute for them.
 PH2308.The intent of sharing this data is to allow access to positions or heights
 PH2308.recognized by the United States Government. Passive control that is used by
 PH2308.both nations may share the same or similar designations or descriptions but
 PH2308.do not share official positions or heights. The 'Station Description' may
 PH2308.originate from a Canadian 'Station Report' and if so contains information
 PH2308.licensed under the 'Open Government License - Canada'.
 PH2308
 PH2308.The horizontal coordinates were established by classical geodetic methods
 PH2308.and adjusted by the National Geodetic Survey in January 1999.
 PH2308
 PH2308.The orthometric height was scaled from a topographic map.
 PH2308
 PH2308.Significant digits in the geoid height do not necessarily reflect accuracy.
 PH2308
 PH2308.Click photographs - Photos may exist for this station.
 PH2308
 PH2308. The following values were computed from the NAD 83(1996) position.
 PH2308
 PH2308;                    North         East     Units Scale Factor Converg.
 PH2308;UTM  18      - 4,986,875.816   508,657.171   MT  0.99960092   +0 04 40.0
 PH2308
 PH2308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2308!UTM  18      -   0.99999198  x   0.99960092  =   0.99959290
 PH2308
 PH2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ0865786875(NAD 83)
 PH2308
 PH2308                          SUPERSEDED SURVEY CONTROL
 PH2308
 PH2308  NAD 83(1986)-  45 02 07.01829(N)    074 53 24.33714(W) AD(       ) 3
 PH2308  NAD 27      -  45 02 06.83300(N)    074 53 25.68500(W) AD(       ) 3
 PH2308
 PH2308.Superseded values are not recommended for survey control.
 PH2308
 PH2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2308.See file dsdata.pdf to determine how the superseded data were derived.
 PH2308
 PH2308_MARKER: 51 = TANK
 PH2308
 PH2308  HISTORY     - Date     Condition        Report By
 PH2308  HISTORY     - 1959     FIRST OBSERVED   IBC
 PH2308  HISTORY     - 1963     GOOD             IBC
 PH2308
 PH2308                          STATION DESCRIPTION
 PH2308
 PH2308'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PH2308'NEAR THE TOWN OF LONG SAULT, ONTARIO.  THE STATION IS THE KNOB ON THE
 PH2308'APEX OF THE TOWN WATER TANK.
 PH2308
 PH2308                          STATION RECOVERY (1963)
 PH2308
 PH2308'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963 (WMS)
 PH2308'STATION RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1338 ***********************************************************************
 RJ1338  DESIGNATION -  LOON BIP+096
 RJ1338  PID         -  RJ1338
 RJ1338  STATE/COUNTY-  ON/ALGOMA
 RJ1338  COUNTRY     -  CANADA
 RJ1338  NTS MAPSHEET-  ILE PARISIENNE (2020)
 RJ1338
 RJ1338                         *CURRENT SURVEY CONTROL
 RJ1338  ______________________________________________________________________
 RJ1338* NAD 83(1986) POSITION- 46 30 43.46710(N) 084 36 54.87004(W)   ADJUSTED
 RJ1338* NAVD 88 ORTHO HEIGHT -   188.    (meters)      617.    (feet) VERTCON
 RJ1338  ______________________________________________________________________
 RJ1338  GEOID HEIGHT    -        -36.917 (meters)                     EGM08
 RJ1338  HORZ ORDER      -  SECOND
 RJ1338
 RJ1338.The positional and height information provided upon this datasheet are not
 RJ1338.officially recognized by the Government of Canada, provincial governments
 RJ1338.within Canada, nor are they intended to replace or substitute for them.
 RJ1338.The intent of sharing this data is to allow access to positions or heights
 RJ1338.recognized by the United States Government. Passive control that is used by
 RJ1338.both nations may share the same or similar designations or descriptions but
 RJ1338.do not share official positions or heights. The 'Station Description' may
 RJ1338.originate from a Canadian 'Station Report' and if so contains information
 RJ1338.licensed under the 'Open Government License - Canada'.
 RJ1338
 RJ1338.The horizontal coordinates were established by classical geodetic methods
 RJ1338.and adjusted by the National Geodetic Survey in May 1990.
 RJ1338
 RJ1338.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1338
 RJ1338.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1338
 RJ1338.Click photographs - Photos may exist for this station.
 RJ1338
 RJ1338. The following values were computed from the NAD 83(1986) position.
 RJ1338
 RJ1338;                    North         East     Units Scale Factor Converg.
 RJ1338;UTM  16      - 5,153,708.009   682,943.777   MT  1.00001141   +1 43 50.4
 RJ1338
 RJ1338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1338!UTM  16      -   0.99997639  x   1.00001141  =   0.99998780
 RJ1338
 RJ1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS8294353708(NAD 83)
 RJ1338
 RJ1338                          SUPERSEDED SURVEY CONTROL
 RJ1338
 RJ1338  NGVD 29 (05/22/90)  188.     (m)          617.     (f) VERT ANG       
 RJ1338
 RJ1338.Superseded values are not recommended for survey control.
 RJ1338
 RJ1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1338.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1338
 RJ1338_MARKER: DS = TRIANGULATION STATION DISK
 RJ1338_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ1338+WITH SETTING: PAVEMENT
 RJ1338_MAGNETIC: I = MARKER IS A STEEL ROD
 RJ1338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1338+STABILITY: SURFACE MOTION
 RJ1338
 RJ1338  HISTORY     - Date     Condition        Report By
 RJ1338  HISTORY     - 1988     MONUMENTED       USACE
 RJ1338
 RJ1338                          STATION DESCRIPTION
 RJ1338
 RJ1338'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1338'THE STATION IS LOCATED ABOUT 20.6 KM (12.8 MI)
 RJ1338'WEST-NORTHWEST OF SAULT STE MARIE
 RJ1338'12.4 KM (7.7 MI) NORTH-NORTHWEST OF BRIMLEY
 RJ1338'ON GROS CAP CRIB CANADIAN LIGHT NO 1081
 RJ1338'TWP OF PARKE DISTRICT OF ALGOMA
 RJ1338'OWNERSHIP--CANADIAN COAST GUARD, BASE PARRY SOUND
 RJ1338'
 RJ1338'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1338'WEST FOR 1.0 KM (0.65 MI) ON RIDGE STREET,
 RJ1338'TURN LEFT AND GO SOUTH FOR 0.3 KM (0.2 MI) ON MERIDIAN STREET TO
 RJ1338'INTERSECTION OF MERIDIAN STREET AND SOUTH STREET,
 RJ1338'TURN RIGHT AND GO WEST FOR 1.0 KM (0.6 MI) ON A GRAVEL ROAD TO
 RJ1338'ASHMUN BAY BOAT LAUNCH. TRAVEL BY BOAT UPRIVER FOR 1.25 HOURS TO A
 RJ1338'LARGE CONCRETE NAVIGATION LIGHT STRUCTURE IN WHITEFISH BAY AND THE
 RJ1338'STATION IN THE SOUTHEAST CORNER OF THE FIRST LEVEL.
 RJ1338'
 RJ1338'THE STATION IS A STANDARD COE DISK
 RJ1338'STAMPED---BIR+096 1988---,
 RJ1338'SET INTO THE CONCRETE FLOOR IN THE SOUTHEAST CORNER
 RJ1338'OF THE FIRST LEVEL OF GROS CAP LIGHT.
 RJ1338'
 RJ1338'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
 RJ1338'PERMISSION FROM THE CANADIAN COAST GUARD IS REQUIRED TO OCCUPY THIS
 RJ1338'STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1073 ***********************************************************************
 RJ1073  DESIGNATION -  LOUISE IBC 1943
 RJ1073  PID         -  RJ1073
 RJ1073  STATE/COUNTY-  ON/ALGOMA
 RJ1073  COUNTRY     -  CANADA
 RJ1073  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ1073
 RJ1073                         *CURRENT SURVEY CONTROL
 RJ1073  ______________________________________________________________________
 RJ1073* NAD 83(1986) POSITION- 46 27 49.93356(N) 084 28 25.37211(W)   ADJUSTED
 RJ1073* NAVD 88 ORTHO HEIGHT -   182.    (meters)      597.    (feet) SCALED
 RJ1073  ______________________________________________________________________
 RJ1073  GEOID HEIGHT    -        -36.959 (meters)                     EGM08
 RJ1073  HORZ ORDER      -  THIRD
 RJ1073
 RJ1073.The positional and height information provided upon this datasheet are not
 RJ1073.officially recognized by the Government of Canada, provincial governments
 RJ1073.within Canada, nor are they intended to replace or substitute for them.
 RJ1073.The intent of sharing this data is to allow access to positions or heights
 RJ1073.recognized by the United States Government. Passive control that is used by
 RJ1073.both nations may share the same or similar designations or descriptions but
 RJ1073.do not share official positions or heights. The 'Station Description' may
 RJ1073.originate from a Canadian 'Station Report' and if so contains information
 RJ1073.licensed under the 'Open Government License - Canada'.
 RJ1073
 RJ1073.The horizontal coordinates were established by classical geodetic methods
 RJ1073.and adjusted by the National Geodetic Survey in July 1986.
 RJ1073
 RJ1073.The orthometric height was scaled from a topographic map.
 RJ1073
 RJ1073.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1073
 RJ1073.Click photographs - Photos may exist for this station.
 RJ1073
 RJ1073. The following values were computed from the NAD 83(1986) position.
 RJ1073
 RJ1073;                    North         East     Units Scale Factor Converg.
 RJ1073;UTM  16      - 5,148,689.828   693,971.885   MT  1.00006251   +1 49 55.1
 RJ1073
 RJ1073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1073!UTM  16      -   0.99997726  x   1.00006251  =   1.00003977
 RJ1073
 RJ1073:                Primary Azimuth Mark                     Grid Az
 RJ1073:UTM  16      -  NR                                       061 52 22.3
 RJ1073
 RJ1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9397148689(NAD 83)
 RJ1073
 RJ1073|---------------------------------------------------------------------|
 RJ1073| PID    Reference Object                     Distance      Geod. Az  |
 RJ1073|                                                           dddmmss.s |
 RJ1073| RJ1072 POINT AUX PINS LH IBC                72.030 METERS 05920     |
 RJ1073| RJ1066 NR                                  APPROX. 1.6 KM 0634217.4 |
 RJ1073| RJ1070 BRUSH POINT FRONT RANGE LIGHT       415.386 METERS 1315436.7 |
 RJ1073| RJ1076 REF MON 41 TRAV PT                  129.100 METERS 28628     |
 RJ1073| RJ1074 12 USLS 1893                         42.370 METERS 29951     |
 RJ1073|---------------------------------------------------------------------|
 RJ1073
 RJ1073                          SUPERSEDED SURVEY CONTROL
 RJ1073
 RJ1073  NAD 27      -  46 27 49.86100(N)    084 28 25.20300(W) AD(       ) 3
 RJ1073
 RJ1073.Superseded values are not recommended for survey control.
 RJ1073
 RJ1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1073.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1073
 RJ1073_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1073+STABILITY: SURFACE MOTION
 RJ1073
 RJ1073  HISTORY     - Date     Condition        Report By
 RJ1073  HISTORY     - 1943     MONUMENTED       IBC
 RJ1073  HISTORY     - 1958     GOOD             IBC
 RJ1073
 RJ1073                          STATION DESCRIPTION
 RJ1073
 RJ1073'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ1073'ON POINT LOUIS AT SOURCE OF ST MARYS RIVER, THE SW POINT OF POINTE
 RJ1073'AUX PINS 230 FEET SW OF POINTE AUX PINS LIGHTHOUSE, ON LOW SAND
 RJ1073'DUNE, 50 FEET N OF WATER AND 3 FEET ABOVE.  ABOUT 10 (FEET) BACK
 RJ1073'OF HIGH - WATER MARK.  STATION IS 227 FEET SW OF SW CORNER OF
 RJ1073'POINTE AUX PINS LIGHTHOUSE, 66.3 FEET SSW OF 12-INCH PINE, AND
 RJ1073'68.3 FEET S OF DOUBLE - TRUNK PINE TREE.
 RJ1073'
 RJ1073'STATION 12 (U S L S) IS 139.00 FEET FROM STATION.
 RJ1073'
 RJ1073'STATION MARK IS AN I B C STANDARD BRONZE DISK SET IN CYLINDER OF
 RJ1073'CONCRETE 7 INCHES IN DIAMETER BY 20 INCHES DEEP WITH TOP AT SURFACE
 RJ1073'OF SAND.  THE SUB - SURFACE MARK IS A ROUND - HEADED COPPER RIVET
 RJ1073'SET IN CYLINDER OF CONCRETE 24 INCHES UNDERGROUND.  PROJECTS 4
 RJ1073'INCHES JUST INSIDE END OF BRUSH OR POINT.
 RJ1073
 RJ1073                          STATION RECOVERY (1958)
 RJ1073
 RJ1073'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ1073'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1345 ***********************************************************************
 RJ1345  DESIGNATION -  LT C7M 132
 RJ1345  PID         -  RJ1345
 RJ1345  STATE/COUNTY-  ON/ALGOMA
 RJ1345  COUNTRY     -  CANADA
 RJ1345  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ1345
 RJ1345                         *CURRENT SURVEY CONTROL
 RJ1345  ______________________________________________________________________
 RJ1345* NAD 83(1986) POSITION- 46 16 55.33287(N) 084 06 30.69460(W)   ADJUSTED
 RJ1345* NAVD 88 ORTHO HEIGHT -   177.8   (meters)      583.    (feet) VERTCON
 RJ1345  ______________________________________________________________________
 RJ1345  GEOID HEIGHT    -        -37.057 (meters)                     EGM08
 RJ1345  HORZ ORDER      -  SECOND
 RJ1345
 RJ1345.The positional and height information provided upon this datasheet are not
 RJ1345.officially recognized by the Government of Canada, provincial governments
 RJ1345.within Canada, nor are they intended to replace or substitute for them.
 RJ1345.The intent of sharing this data is to allow access to positions or heights
 RJ1345.recognized by the United States Government. Passive control that is used by
 RJ1345.both nations may share the same or similar designations or descriptions but
 RJ1345.do not share official positions or heights. The 'Station Description' may
 RJ1345.originate from a Canadian 'Station Report' and if so contains information
 RJ1345.licensed under the 'Open Government License - Canada'.
 RJ1345
 RJ1345.The horizontal coordinates were established by classical geodetic methods
 RJ1345.and adjusted by the National Geodetic Survey in May 1990.
 RJ1345
 RJ1345.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1345
 RJ1345.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1345
 RJ1345.Click photographs - Photos may exist for this station.
 RJ1345
 RJ1345. The following values were computed from the NAD 83(1986) position.
 RJ1345
 RJ1345;                    North         East     Units Scale Factor Converg.
 RJ1345;UTM  16      - 5,129,448.489   722,749.083   MT  1.00020996   +2 05 26.4
 RJ1345
 RJ1345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1345!UTM  16      -   0.99997793  x   1.00020996  =   1.00018789
 RJ1345
 RJ1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2274929448(NAD 83)
 RJ1345
 RJ1345                          SUPERSEDED SURVEY CONTROL
 RJ1345
 RJ1345  NGVD 29 (05/22/90)  177.8    (m)          583.     (f) VERT ANG       
 RJ1345
 RJ1345.Superseded values are not recommended for survey control.
 RJ1345
 RJ1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1345.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1345
 RJ1345_MARKER: DS = TRIANGULATION STATION DISK
 RJ1345_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1345+WITH SETTING: INFORMATION.
 RJ1345_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1345
 RJ1345  HISTORY     - Date     Condition        Report By
 RJ1345  HISTORY     - 1988     MONUMENTED       USACE
 RJ1345
 RJ1345                          STATION DESCRIPTION
 RJ1345
 RJ1345'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1345'THE STATION IS LOCATED ABOUT 30.3 KM (18.8 MI) SOUTHEAST OF SAULT STE
 RJ1345'MARIE, 38.5 KM (23.9 MI) EAST-NORTHEAST OF RUDYARD AND 35.7 KM
 RJ1345'(22.2 MI) NORTH-NORTHWEST OF DETOUR VILLAGE IN LOT 6, CONCESSION A,
 RJ1345'ST. JOSEPH TOWNSHIP, CANADA.
 RJ1345'OWNERSHIP--- TOWNSHIP OF ST. JOSEPH, ONTARIO, CANADA
 RJ1345'
 RJ1345'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI, TRAVEL
 RJ1345'EAST FOR 4.4 KM (2.7 MI) ON 15 MILE ROAD TO SCENIC DRIVE, TURN LEFT
 RJ1345'AND TRAVEL NORTH FOR 3.7 KM (2.3 MI) ON SCENIC DRIVE TO
 RJ1345'TO BRIDGE CROSSING THE
 RJ1345'CHARLOTTE RIVER, AT THE NORTH END OF THE BRIDGE TURN RIGHT ONTO A
 RJ1345'GRAVEL ROAD TO THE PUBLIC BOAT LAUNCH. BY BOAT TRAVEL UPRIVER
 RJ1345'FOR 30 MINUTES ALONG NEEBISH CHANNEL TO THE MUNUSCONG CHANNEL, GO
 RJ1345'UPRIVER ALONG THE MUNUSCONG CHANNEL FOR 11 MINUTES TO EAST SIDE OF
 RJ1345'CHANNEL WHERE STATION IS LOCATED.
 RJ1345'
 RJ1345'THE STATION IS A STANDARD COE DISK THAT IS STAMPED---C7M-132---,
 RJ1345'SET INTO A COVERED SLEEVE FLUSH WITH THE GROUND AND ATTACHED TO AN
 RJ1345'ALUMINUM ROD DRIVEN INTO THE GROUND LOCATED 7.0 METERS (23 FT) FROM
 RJ1345'THE WATERS EDGE AND 35.1 METERS (115 FT) NORTH OF A GREEN SHED.
 RJ1345'
 RJ1345'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 OG0947 ***********************************************************************
 OG0947  DESIGNATION -  LUTZ IWC
 OG0947  PID         -  OG0947
 OG0947  STATE/COUNTY-  ON/NIAGARA
 OG0947  COUNTRY     -  CANADA
 OG0947  NTS MAPSHEET-  NIAGARA (2020)
 OG0947
 OG0947                         *CURRENT SURVEY CONTROL
 OG0947  ______________________________________________________________________
 OG0947* NAD 83(1996) POSITION- 43 01 39.68125(N) 079 01 26.65988(W)   ADJUSTED
 OG0947* NAVD 88 ORTHO HEIGHT -   173.    (meters)      568.    (feet) SCALED
 OG0947  ______________________________________________________________________
 OG0947  GEOID HEIGHT    -        -36.202 (meters)                     EGM08
 OG0947  HORZ ORDER      -  THIRD
 OG0947
 OG0947.The positional and height information provided upon this datasheet are not
 OG0947.officially recognized by the Government of Canada, provincial governments
 OG0947.within Canada, nor are they intended to replace or substitute for them.
 OG0947.The intent of sharing this data is to allow access to positions or heights
 OG0947.recognized by the United States Government. Passive control that is used by
 OG0947.both nations may share the same or similar designations or descriptions but
 OG0947.do not share official positions or heights. The 'Station Description' may
 OG0947.originate from a Canadian 'Station Report' and if so contains information
 OG0947.licensed under the 'Open Government License - Canada'.
 OG0947
 OG0947.The horizontal coordinates were established by classical geodetic methods
 OG0947.and adjusted by the National Geodetic Survey in January 1999.
 OG0947
 OG0947.The orthometric height was scaled from a topographic map.
 OG0947
 OG0947.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0947
 OG0947.Click photographs - Photos may exist for this station.
 OG0947
 OG0947. The following values were computed from the NAD 83(1996) position.
 OG0947
 OG0947;                    North         East     Units Scale Factor Converg.
 OG0947;UTM  17      - 4,765,784.172   660,984.531   MT  0.99991882   +1 20 54.8
 OG0947
 OG0947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0947!UTM  17      -   0.99997857  x   0.99991882  =   0.99989740
 OG0947
 OG0947:                Primary Azimuth Mark                     Grid Az
 OG0947:UTM  17      -  WOODPILE IWC                             063 48 26.4
 OG0947
 OG0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6098465784(NAD 83)
 OG0947
 OG0947|---------------------------------------------------------------------|
 OG0947| PID    Reference Object                     Distance      Geod. Az  |
 OG0947|                                                           dddmmss.s |
 OG0947| OG1022 WOODPILE IWC                        APPROX. 1.4 KM 0650921.2 |
 OG0947|---------------------------------------------------------------------|
 OG0947
 OG0947                          SUPERSEDED SURVEY CONTROL
 OG0947
 OG0947  NAD 83(1986)-  43 01 39.68700(N)    079 01 26.65763(W) AD(       ) 3
 OG0947  NAD 27      -  43 01 39.48094(N)    079 01 27.50370(W) AD(       ) 3
 OG0947
 OG0947.Superseded values are not recommended for survey control.
 OG0947
 OG0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0947.See file dsdata.pdf to determine how the superseded data were derived.
 OG0947
 OG0947_MARKER: Z = SEE DESCRIPTION
 OG0947_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OG0947_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0947
 OG0947  HISTORY     - Date     Condition        Report By
 OG0947  HISTORY     - 1909     MONUMENTED       IWC
 OG0947  HISTORY     - 1941     POOR             IBC
 OG0947  HISTORY     - 1971     MARK NOT FOUND   IBC
 OG0947
 OG0947                          STATION DESCRIPTION
 OG0947
 OG0947'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1909 (GCB)
 OG0947'ON THE CANADIAN SIDE OF THE NIAGARA RIVER, ABOUT 1-1/4 MILES ABOVE
 OG0947'NAVY ISLAND, ON THE TOP OF THE HIGH BANK OF THE RIVER.  THE STATION
 OG0947'IS 24 FEET WEST OF THE EDGE OF THE BANK AND 13.60 FEET EAST OF RIVER
 OG0947'ROAD.  IT IS 13.20 FEET SOUTHWEST OF A 10 - INCH ELM AND 50.30 FEET
 OG0947'NORTHWEST OF A 12 - INCH ELM.  THE STATION IS 1.1 FEET NORTH OF AN
 OG0947'8 - INCH CYLINDER OF CONCRETE, MARKED---I.W.C. 1909,---WHOSE TOP IS
 OG0947'4 INCHES BELOW THE SURFACE OF THE GROUND.
 OG0947'
 OG0947'STATION MARK, A 3/8-INCH BRASS PLUG, SET 15 INCHES UNDERGROUND IN
 OG0947'THE TOP OF A CYLINDER OF CONCRETE.  THE STATION IS REFERENCED
 OG0947'FROM---LUTZ-SUB---.  SEE DESCRIPTION OF THAT STATION.
 OG0947
 OG0947                          STATION RECOVERY (1941)
 OG0947
 OG0947'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 OG0947'STATION RECOVERED IN POOR CONDITION.
 OG0947
 OG0947                          STATION RECOVERY (1971)
 OG0947
 OG0947'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 OG0947'STATION SEARCHED FOR BUT NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 OG0946 ***********************************************************************
 OG0946  DESIGNATION -  LUTZ SUB IBC
 OG0946  PID         -  OG0946
 OG0946  STATE/COUNTY-  ON/NIAGARA
 OG0946  COUNTRY     -  CANADA
 OG0946  NTS MAPSHEET-  NIAGARA (2020)
 OG0946
 OG0946                         *CURRENT SURVEY CONTROL
 OG0946  ______________________________________________________________________
 OG0946* NAD 83(1996) POSITION- 43 01 41.48950(N) 079 01 23.95083(W)   ADJUSTED
 OG0946* NAVD 88 ORTHO HEIGHT -   173.    (meters)      568.    (feet) SCALED
 OG0946  ______________________________________________________________________
 OG0946  GEOID HEIGHT    -        -36.203 (meters)                     EGM08
 OG0946  HORZ ORDER      -  THIRD
 OG0946
 OG0946.The positional and height information provided upon this datasheet are not
 OG0946.officially recognized by the Government of Canada, provincial governments
 OG0946.within Canada, nor are they intended to replace or substitute for them.
 OG0946.The intent of sharing this data is to allow access to positions or heights
 OG0946.recognized by the United States Government. Passive control that is used by
 OG0946.both nations may share the same or similar designations or descriptions but
 OG0946.do not share official positions or heights. The 'Station Description' may
 OG0946.originate from a Canadian 'Station Report' and if so contains information
 OG0946.licensed under the 'Open Government License - Canada'.
 OG0946
 OG0946.The horizontal coordinates were established by classical geodetic methods
 OG0946.and adjusted by the National Geodetic Survey in January 1999.
 OG0946
 OG0946.The orthometric height was scaled from a topographic map.
 OG0946
 OG0946.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0946
 OG0946.Click photographs - Photos may exist for this station.
 OG0946
 OG0946. The following values were computed from the NAD 83(1996) position.
 OG0946
 OG0946;                    North         East     Units Scale Factor Converg.
 OG0946;UTM  17      - 4,765,841.397   661,044.529   MT  0.99991906   +1 20 56.7
 OG0946
 OG0946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0946!UTM  17      -   0.99997857  x   0.99991906  =   0.99989764
 OG0946
 OG0946:                Primary Azimuth Mark                     Grid Az
 OG0946:UTM  17      -  WOODPILE                                 064 52 34.0
 OG0946
 OG0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6104465841(NAD 83)
 OG0946
 OG0946|---------------------------------------------------------------------|
 OG0946| PID    Reference Object                     Distance      Geod. Az  |
 OG0946|                                                           dddmmss.s |
 OG0946| OG1023 WOODPILE                            APPROX. 1.4 KM 0661330.7 |
 OG0946|---------------------------------------------------------------------|
 OG0946
 OG0946                          SUPERSEDED SURVEY CONTROL
 OG0946
 OG0946  NAD 83(1986)-  43 01 41.49524(N)    079 01 23.94861(W) AD(       ) 3
 OG0946  NAD 27      -  43 01 41.28915(N)    079 01 24.79422(W) AD(       ) 3
 OG0946
 OG0946.Superseded values are not recommended for survey control.
 OG0946
 OG0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0946.See file dsdata.pdf to determine how the superseded data were derived.
 OG0946
 OG0946_MARKER: DD = SURVEY DISK
 OG0946_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OG0946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0946
 OG0946  HISTORY     - Date     Condition        Report By
 OG0946  HISTORY     - 1941     MONUMENTED       IBC
 OG0946  HISTORY     - 1971     GOOD             IBC
 OG0946
 OG0946                          STATION DESCRIPTION
 OG0946
 OG0946'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 OG0946'ON THE CANADIAN SIDE OF THE NIAGARA RIVER, ABOUT 1-1/4 MILES ABOVE
 OG0946'NAVY ISLAND, ON THE TOP OF THE HIGH BANK OF THE RIVER WHERE A SMALL
 OG0946'POINT PROJECTS A SHORT WAY INTO THE RIVER.  THE STATION IS ABOUT 25
 OG0946'FEET FROM THE EDGE OF THE BANK JUST ABOVE THE POINT AND 35 FEET FROM
 OG0946'THE RIVER.  IT IS 35 FEET EAST OF RIVER ROAD.  THE STATION IS 41.00
 OG0946'FEET SOUTHEAST OF THE NEAREST FACE OF A 20 - INCH HORSE - CHESTNUT
 OG0946'TREE, 26.25 FEET EAST OF THE NEAREST FACE OF ANOTHER 20 - INCH
 OG0946'HORSE - CHESTNUT TREE, AND 6.85 FEET NORTH OF THE NEAREST FACE OF A
 OG0946'14 - INCH ELM TREE.
 OG0946'
 OG0946'STATION MARK, AN IBC STANDARD BRONZE - DISK STATION MARK SET 1 INCH
 OG0946'ABOVE THE SURFACE OF THE GROUND IN THE TOP OF A CYLINDER OF CONCRETE
 OG0946'8 INCHES IN DIAMETER AND 14 INCHES IN DEPTH.  THE SUBSURFACE MARK IS
 OG0946'A BRASS SCREW SET 14 INCHES UNDERGROUND IN THE TOP OF A SIMILAR
 OG0946'CYLINDER OF CONCRETE.  ---LUTZ-I.W.C.---IS 241.00 FEET DISTANT FROM
 OG0946'THE STATION IN AZIMUTH 47 DEGREES 02 MINUTES 50 SECONDS.
 OG0946
 OG0946                          STATION RECOVERY (1971)
 OG0946
 OG0946'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 OG0946'THE STATION AND REFERENCES WERE RECOVERED AND FOUND IN GOOD
 OG0946'CONDITION.  THE STATION IS BENEATH A WOOD SIDE RAIL AT THE EAST EDGE
 OG0946'OF A PARKING AREA AND UNDER 2 INCHES OF MACADAM.  IT IS 5 FEET
 OG0946'NORTHEAST OF A STEEL, WITNESS POST WITH METAL SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 QJ0200 ***********************************************************************
 QJ0200  DESIGNATION -  LYNN USLS 1904
 QJ0200  PID         -  QJ0200
 QJ0200  STATE/COUNTY-  ON/MANITOULIN
 QJ0200  COUNTRY     -  CANADA
 QJ0200  NTS MAPSHEET-  MELDRUM BAY (2020)
 QJ0200
 QJ0200                         *CURRENT SURVEY CONTROL
 QJ0200  ______________________________________________________________________
 QJ0200* NAD 83(1986) POSITION- 45 51 40.30409(N) 083 10 11.39549(W)   ADJUSTED
 QJ0200* NAVD 88 ORTHO HEIGHT -   177.    (meters)      581.    (feet) SCALED
 QJ0200  ______________________________________________________________________
 QJ0200  GEOID HEIGHT    -        -37.834 (meters)                     EGM08
 QJ0200  HORZ ORDER      -  SECOND
 QJ0200
 QJ0200.The positional and height information provided upon this datasheet are not
 QJ0200.officially recognized by the Government of Canada, provincial governments
 QJ0200.within Canada, nor are they intended to replace or substitute for them.
 QJ0200.The intent of sharing this data is to allow access to positions or heights
 QJ0200.recognized by the United States Government. Passive control that is used by
 QJ0200.both nations may share the same or similar designations or descriptions but
 QJ0200.do not share official positions or heights. The 'Station Description' may
 QJ0200.originate from a Canadian 'Station Report' and if so contains information
 QJ0200.licensed under the 'Open Government License - Canada'.
 QJ0200
 QJ0200.The horizontal coordinates were established by classical geodetic methods
 QJ0200.and adjusted by the National Geodetic Survey in July 1986.
 QJ0200
 QJ0200.The orthometric height was scaled from a topographic map.
 QJ0200
 QJ0200.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0200
 QJ0200.Click photographs - Photos may exist for this station.
 QJ0200
 QJ0200. The following values were computed from the NAD 83(1986) position.
 QJ0200
 QJ0200;                    North         East     Units Scale Factor Converg.
 QJ0200;UTM  17      - 5,080,914.952   331,566.406   MT  0.99994878   -1 33 27.2
 QJ0200
 QJ0200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0200!UTM  17      -   0.99997819  x   0.99994878  =   0.99992697
 QJ0200
 QJ0200:                Primary Azimuth Mark                     Grid Az
 QJ0200:UTM  17      -  ANT USLS 1904                            109 05 15.8
 QJ0200
 QJ0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL3156680914(NAD 83)
 QJ0200
 QJ0200|---------------------------------------------------------------------|
 QJ0200| PID    Reference Object                     Distance      Geod. Az  |
 QJ0200|                                                           dddmmss.s |
 QJ0200| QJ0199 ANT USLS 1904                       APPROX. 9.6 KM 1073148.6 |
 QJ0200|---------------------------------------------------------------------|
 QJ0200
 QJ0200                          SUPERSEDED SURVEY CONTROL
 QJ0200
 QJ0200  NAD 27      -  45 51 40.22100(N)    083 10 11.48100(W) AD(       ) 2
 QJ0200
 QJ0200.Superseded values are not recommended for survey control.
 QJ0200
 QJ0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0200.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0200
 QJ0200_MARKER: Z = SEE DESCRIPTION
 QJ0200_SETTING: 0 = UNSPECIFIED SETTING
 QJ0200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0200
 QJ0200  HISTORY     - Date     Condition        Report By
 QJ0200  HISTORY     - 1904     MONUMENTED       USLS
 QJ0200
 QJ0200                          STATION DESCRIPTION
 QJ0200
 QJ0200'DESCRIBED BY US LAKE SURVEY 1904
 QJ0200'ON LYNN POINT, KNOWN LOCALLY AS DARK OR BLACK POINT, ON SOUTHERN SIDE
 QJ0200'OF MANITOULIN ISLAND.
 QJ0200'MARKED BY 5/8-INCH DRILL HOLE IN BOULDER PLACED AT WATER LEVEL
 QJ0200'IN HOLE AMONG SEVERAL UNUSUALLY LARGE
 QJ0200'BOULDERS AND COVERED IN WITH SMALL BOULDERS.
 QJ0200'REFERENCE MARK IS MASS OF LIMESTONE ABOUT 5 BY 10 FEET,
 QJ0200'RISING ABOUT 3 FEET ABOVE
 QJ0200'BEACH.  ON ITS NEARLY FLAT TOP ARE TWO 5/8-INCH DRILL HOLES, 2.97
 QJ0200'FEET APART ON LINE TO STATION, WHICH
 QJ0200'IS 46.5 FEET FROM NEAREST HOLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DJ5180 ***********************************************************************
 DJ5180  DESIGNATION -  M053000
 DJ5180  PID         -  DJ5180
 DJ5180  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 DJ5180  COUNTRY     -  CANADA
 DJ5180  NTS MAPSHEET-  CORNWALL (2020)
 DJ5180
 DJ5180                         *CURRENT SURVEY CONTROL
 DJ5180  ______________________________________________________________________
 DJ5180* NAD 83(2011) POSITION- 45 00 52.25685(N) 074 42 42.28096(W)   ADJUSTED
 DJ5180* NAD 83(2011) ELLIP HT-    17.444 (meters)        (06/27/12)   ADJUSTED
 DJ5180* NAD 83(2011) EPOCH   -  2010.00
 DJ5180* NAVD 88 ORTHO HEIGHT -    48.1   (meters)      158.    (feet) GPS OBS
 DJ5180  ______________________________________________________________________
 DJ5180  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DJ5180  GEOID HEIGHT    -        -30.633 (meters)                     GEOID09
 DJ5180  GEOID HEIGHT    -        -31.371 (meters)                     EGM08
 DJ5180  NAD 83(2011) X  -  1,190,879.690 (meters)                     COMP
 DJ5180  NAD 83(2011) Y  - -4,356,631.500 (meters)                     COMP
 DJ5180  NAD 83(2011) Z  -  4,488,501.284 (meters)                     COMP
 DJ5180
 DJ5180  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5180  Standards:
 DJ5180         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5180            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5180  -------------------------------------------------------------------
 DJ5180  NETWORK    0.44   1.43           0.20   0.15   0.73     -0.02832841
 DJ5180  -------------------------------------------------------------------
 DJ5180  Click here for local accuracies and other accuracy information.
 DJ5180
 DJ5180.The positional and height information provided upon this datasheet are not
 DJ5180.officially recognized by the Government of Canada, provincial governments
 DJ5180.within Canada, nor are they intended to replace or substitute for them.
 DJ5180.The intent of sharing this data is to allow access to positions or heights
 DJ5180.recognized by the United States Government. Passive control that is used by
 DJ5180.both nations may share the same or similar designations or descriptions but
 DJ5180.do not share official positions or heights. The 'Station Description' may
 DJ5180.originate from a Canadian 'Station Report' and if so contains information
 DJ5180.licensed under the 'Open Government License - Canada'.
 DJ5180
 DJ5180.The horizontal coordinates were established by GPS observations
 DJ5180.and adjusted by the National Geodetic Survey in June 2012.
 DJ5180
 DJ5180.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5180.been affixed to the stable North American tectonic plate. See 
 DJ5180.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5180
 DJ5180.The horizontal coordinates are valid at the epoch date displayed above
 DJ5180.which is a decimal equivalence of Year/Month/Day.
 DJ5180
 DJ5180.The orthometric height was determined by GPS observations and a
 DJ5180.high-resolution geoid model.
 DJ5180
 DJ5180.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5180
 DJ5180.Click photographs - Photos may exist for this station.
 DJ5180
 DJ5180.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5180
 DJ5180.The ellipsoidal height was determined by GPS observations
 DJ5180.and is referenced to NAD 83.
 DJ5180
 DJ5180. The following values were computed from the NAD 83(2011) position.
 DJ5180
 DJ5180;                    North         East     Units Scale Factor Converg.
 DJ5180;UTM  18      - 4,984,603.334   522,713.189   MT  0.99960634   +0 12 14.0
 DJ5180
 DJ5180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5180!UTM  18      -   0.99999727  x   0.99960634  =   0.99960361
 DJ5180
 DJ5180_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ2271384603(NAD 83)
 DJ5180
 DJ5180                          SUPERSEDED SURVEY CONTROL
 DJ5180
 DJ5180  NAD 83(2007)-  45 00 52.25720(N)    074 42 42.28185(W) AD(2002.00) A
 DJ5180  ELLIP H (10/11/07)   17.432  (m)                       GP(2002.00) 4 2
 DJ5180  NAVD 88 (10/11/07)   48.1    (m)  GEOID03  model used  GPS OBS        
 DJ5180
 DJ5180.Superseded values are not recommended for survey control.
 DJ5180
 DJ5180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5180.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5180
 DJ5180_MARKER: DD = SURVEY DISK
 DJ5180_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DJ5180_SP_SET: CONCRETE WHARF
 DJ5180_STAMPING: M053000
 DJ5180_MARK LOGO: GSC
 DJ5180_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ5180+STABILITY: SURFACE MOTION
 DJ5180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5180+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2015
 DJ5180
 DJ5180  HISTORY     - Date     Condition        Report By
 DJ5180  HISTORY     - 2005     MONUMENTED       CADNR
 DJ5180  HISTORY     - 20100615 GOOD             CADNR
 DJ5180  HISTORY     - 20150820 GOOD             CADNR
 DJ5180
 DJ5180                          STATION DESCRIPTION
 DJ5180
 DJ5180'DESCRIBED BY CANADIAN DEPT NAT RES 2005
 DJ5180'MARKED BY A BRONZE TABLET SET IN THE TOP OF WHARF, 4.0 M (13.1 FT)
 DJ5180'FROM WHARF EDGE AND 5.85 M (19.2 FT) FROM A BOLLARD.
 DJ5180'
 DJ5180'FOR ADDITIONAL INFORMATION CONTACT NATURAL RESOURCES CANADA, GEODETIC
 DJ5180'SURVEY DIVISION, 615 BOOTH STREET, OTTAWA, ONTARIO.
 DJ5180
 DJ5180                          STATION RECOVERY (2010)
 DJ5180
 DJ5180'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2010 (JS)
 DJ5180'RECOVERED AS DESCRIBED.
 DJ5180
 DJ5180                          STATION RECOVERY (2015)
 DJ5180
 DJ5180'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2015 (RJS)
 DJ5180'RECOVERED AS DESCRIBED. LOCATED 29.5 M (96.8 FT) SOUTHWEST OF THE
 DJ5180'GAUGE BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DJ5181 ***********************************************************************
 DJ5181  DESIGNATION -  M053001
 DJ5181  PID         -  DJ5181
 DJ5181  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 DJ5181  COUNTRY     -  CANADA
 DJ5181  NTS MAPSHEET-  MORRISBURG (2020)
 DJ5181
 DJ5181                         *CURRENT SURVEY CONTROL
 DJ5181  ______________________________________________________________________
 DJ5181* NAD 83(2011) POSITION- 44 50 12.55767(N) 075 18 35.79416(W)   ADJUSTED
 DJ5181* NAD 83(2011) ELLIP HT-    44.237 (meters)        (06/27/12)   ADJUSTED
 DJ5181* NAD 83(2011) EPOCH   -  2010.00
 DJ5181* NAVD 88 ORTHO HEIGHT -    76.0   (meters)      249.    (feet) GPS OBS
 DJ5181  ______________________________________________________________________
 DJ5181  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DJ5181  GEOID HEIGHT    -        -31.773 (meters)                     GEOID09
 DJ5181  GEOID HEIGHT    -        -32.503 (meters)                     EGM08
 DJ5181  NAD 83(2011) X  -  1,148,871.291 (meters)                     COMP
 DJ5181  NAD 83(2011) Y  - -4,382,335.069 (meters)                     COMP
 DJ5181  NAD 83(2011) Z  -  4,474,538.649 (meters)                     COMP
 DJ5181
 DJ5181  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5181  Standards:
 DJ5181         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5181            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5181  -------------------------------------------------------------------
 DJ5181  NETWORK    0.31   0.63           0.14   0.11   0.32     -0.05021435
 DJ5181  -------------------------------------------------------------------
 DJ5181  Click here for local accuracies and other accuracy information.
 DJ5181
 DJ5181.The positional and height information provided upon this datasheet are not
 DJ5181.officially recognized by the Government of Canada, provincial governments
 DJ5181.within Canada, nor are they intended to replace or substitute for them.
 DJ5181.The intent of sharing this data is to allow access to positions or heights
 DJ5181.recognized by the United States Government. Passive control that is used by
 DJ5181.both nations may share the same or similar designations or descriptions but
 DJ5181.do not share official positions or heights. The 'Station Description' may
 DJ5181.originate from a Canadian 'Station Report' and if so contains information
 DJ5181.licensed under the 'Open Government License - Canada'.
 DJ5181
 DJ5181.The horizontal coordinates were established by GPS observations
 DJ5181.and adjusted by the National Geodetic Survey in June 2012.
 DJ5181
 DJ5181.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5181.been affixed to the stable North American tectonic plate. See 
 DJ5181.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5181
 DJ5181.The horizontal coordinates are valid at the epoch date displayed above
 DJ5181.which is a decimal equivalence of Year/Month/Day.
 DJ5181
 DJ5181.The orthometric height was determined by GPS observations and a
 DJ5181.high-resolution geoid model.
 DJ5181
 DJ5181.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5181
 DJ5181.Click photographs - Photos may exist for this station.
 DJ5181
 DJ5181.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5181
 DJ5181.The ellipsoidal height was determined by GPS observations
 DJ5181.and is referenced to NAD 83.
 DJ5181
 DJ5181. The following values were computed from the NAD 83(2011) position.
 DJ5181
 DJ5181;                    North         East     Units Scale Factor Converg.
 DJ5181;UTM  18      - 4,964,870.325   475,502.526   MT  0.99960738   -0 13 06.7
 DJ5181
 DJ5181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5181!UTM  18      -   0.99999306  x   0.99960738  =   0.99960045
 DJ5181
 DJ5181_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ7550264870(NAD 83)
 DJ5181
 DJ5181                          SUPERSEDED SURVEY CONTROL
 DJ5181
 DJ5181  NAD 83(2007)-  44 50 12.55808(N)    075 18 35.79501(W) AD(2002.00) A
 DJ5181  ELLIP H (10/11/07)   44.227  (m)                       GP(2002.00) 4 2
 DJ5181  NAVD 88 (10/11/07)   76.0    (m)  GEOID03  model used  GPS OBS        
 DJ5181
 DJ5181.Superseded values are not recommended for survey control.
 DJ5181
 DJ5181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5181.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5181
 DJ5181_MARKER: DD = SURVEY DISK
 DJ5181_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DJ5181_SP_SET: CONCRETE WHARF
 DJ5181_STAMPING: M053001
 DJ5181_MARK LOGO: GSC
 DJ5181_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ5181+STABILITY: SURFACE MOTION
 DJ5181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5181+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2015
 DJ5181
 DJ5181  HISTORY     - Date     Condition        Report By
 DJ5181  HISTORY     - 2005     MONUMENTED       CADNR
 DJ5181  HISTORY     - 20100615 GOOD             CADNR
 DJ5181  HISTORY     - 20150820 GOOD             CADNR
 DJ5181
 DJ5181                          STATION DESCRIPTION
 DJ5181
 DJ5181'DESCRIBED BY CANADIAN DEPT NAT RES 2005
 DJ5181'MARKED BY A BRONZE TABLET SET IN THE TOP OF WHARF, NORTHWEST OF LOWER
 DJ5181'GAUGE HOUSE.
 DJ5181'
 DJ5181'FOR ADDITIONAL INFORMATION CONTACT NATURAL RESOURCES CANADA, GEODETIC
 DJ5181'SURVEY DIVISION, 615 BOOTH STREET, OTTAWA, ONTARIO.
 DJ5181
 DJ5181                          STATION RECOVERY (2010)
 DJ5181
 DJ5181'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2010 (JS)
 DJ5181'RECOVERED AS DESCRIBED.
 DJ5181
 DJ5181                          STATION RECOVERY (2015)
 DJ5181
 DJ5181'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2015 (RJS)
 DJ5181'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DJ5182 ***********************************************************************
 DJ5182  DESIGNATION -  M053002
 DJ5182  PID         -  DJ5182
 DJ5182  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 DJ5182  COUNTRY     -  CANADA
 DJ5182  NTS MAPSHEET-  MORRISBURG (2020)
 DJ5182
 DJ5182                         *CURRENT SURVEY CONTROL
 DJ5182  ______________________________________________________________________
 DJ5182* NAD 83(2011) POSITION- 44 49 20.29368(N) 075 19 14.36661(W)   ADJUSTED
 DJ5182* NAD 83(2011) ELLIP HT-    44.803 (meters)        (06/27/12)   ADJUSTED
 DJ5182* NAD 83(2011) EPOCH   -  2010.00
 DJ5182* NAVD 88 ORTHO HEIGHT -    76.6   (meters)      251.    (feet) GPS OBS
 DJ5182  ______________________________________________________________________
 DJ5182  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DJ5182  GEOID HEIGHT    -        -31.789 (meters)                     GEOID09
 DJ5182  GEOID HEIGHT    -        -32.521 (meters)                     EGM08
 DJ5182  NAD 83(2011) X  -  1,148,340.087 (meters)                     COMP
 DJ5182  NAD 83(2011) Y  - -4,383,650.510 (meters)                     COMP
 DJ5182  NAD 83(2011) Z  -  4,473,394.850 (meters)                     COMP
 DJ5182
 DJ5182  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5182  Standards:
 DJ5182         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5182            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5182  -------------------------------------------------------------------
 DJ5182  NETWORK    0.26   0.59           0.12   0.09   0.30     -0.04188646
 DJ5182  -------------------------------------------------------------------
 DJ5182  Click here for local accuracies and other accuracy information.
 DJ5182
 DJ5182.The positional and height information provided upon this datasheet are not
 DJ5182.officially recognized by the Government of Canada, provincial governments
 DJ5182.within Canada, nor are they intended to replace or substitute for them.
 DJ5182.The intent of sharing this data is to allow access to positions or heights
 DJ5182.recognized by the United States Government. Passive control that is used by
 DJ5182.both nations may share the same or similar designations or descriptions but
 DJ5182.do not share official positions or heights. The 'Station Description' may
 DJ5182.originate from a Canadian 'Station Report' and if so contains information
 DJ5182.licensed under the 'Open Government License - Canada'.
 DJ5182
 DJ5182.The horizontal coordinates were established by GPS observations
 DJ5182.and adjusted by the National Geodetic Survey in June 2012.
 DJ5182
 DJ5182.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5182.been affixed to the stable North American tectonic plate. See 
 DJ5182.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5182
 DJ5182.The horizontal coordinates are valid at the epoch date displayed above
 DJ5182.which is a decimal equivalence of Year/Month/Day.
 DJ5182
 DJ5182.The orthometric height was determined by GPS observations and a
 DJ5182.high-resolution geoid model.
 DJ5182
 DJ5182.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5182
 DJ5182.Click photographs - Photos may exist for this station.
 DJ5182
 DJ5182.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5182
 DJ5182.The ellipsoidal height was determined by GPS observations
 DJ5182.and is referenced to NAD 83.
 DJ5182
 DJ5182. The following values were computed from the NAD 83(2011) position.
 DJ5182
 DJ5182;                    North         East     Units Scale Factor Converg.
 DJ5182;UTM  18      - 4,963,260.918   474,649.297   MT  0.99960790   -0 13 33.7
 DJ5182
 DJ5182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5182!UTM  18      -   0.99999298  x   0.99960790  =   0.99960088
 DJ5182
 DJ5182_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ7464963260(NAD 83)
 DJ5182
 DJ5182                          SUPERSEDED SURVEY CONTROL
 DJ5182
 DJ5182  NAD 83(2007)-  44 49 20.29414(N)    075 19 14.36741(W) AD(2002.00) A
 DJ5182  ELLIP H (10/11/07)   44.793  (m)                       GP(2002.00) 4 2
 DJ5182  NAVD 88 (10/11/07)   76.6    (m)  GEOID03  model used  GPS OBS        
 DJ5182
 DJ5182.Superseded values are not recommended for survey control.
 DJ5182
 DJ5182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5182.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5182
 DJ5182_MARKER: DD = SURVEY DISK
 DJ5182_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DJ5182_SP_SET: CONCRETE WHARF
 DJ5182_STAMPING: M053002
 DJ5182_MARK LOGO: GSC
 DJ5182_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ5182+STABILITY: SURFACE MOTION
 DJ5182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5182+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2015
 DJ5182
 DJ5182  HISTORY     - Date     Condition        Report By
 DJ5182  HISTORY     - 2005     MONUMENTED       CADNR
 DJ5182  HISTORY     - 20100615 GOOD             CADNR
 DJ5182  HISTORY     - 20150820 GOOD             CADNR
 DJ5182
 DJ5182                          STATION DESCRIPTION
 DJ5182
 DJ5182'DESCRIBED BY CANADIAN DEPT NAT RES 2005
 DJ5182'MARKED BY A BRONZE TABLET SET IN THE TOP OF WHARF, EAST OF UPPER GAUGE
 DJ5182'HOUSE.
 DJ5182'
 DJ5182'FOR ADDITIONAL INFORMATION CONTACT NATURAL RESOURCES CANADA, GEODETIC
 DJ5182'SURVEY DIVISION, 615 BOOTH STREET, OTTAWA, ONTARIO.
 DJ5182
 DJ5182                          STATION RECOVERY (2010)
 DJ5182
 DJ5182'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2010 (JS)
 DJ5182'RECOVERED AS DESCRIBED.
 DJ5182
 DJ5182                          STATION RECOVERY (2015)
 DJ5182
 DJ5182'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2015 (RJS)
 DJ5182'RECOVERED AS DESCRIBED. LOCATED ABOUT 1.5 M (4.9 FT) EAST OF BOLLARD
 DJ5182'NUMBER 55.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DJ5183 ***********************************************************************
 DJ5183  DESIGNATION -  M053003
 DJ5183  PID         -  DJ5183
 DJ5183  STATE/COUNTY-  ON/TORONTO
 DJ5183  COUNTRY     -  CANADA
 DJ5183  NTS MAPSHEET-  TORONTO (2020)
 DJ5183
 DJ5183                         *CURRENT SURVEY CONTROL
 DJ5183  ______________________________________________________________________
 DJ5183* NAD 83(2011) POSITION- 43 38 20.46325(N) 079 22 37.70524(W)   ADJUSTED
 DJ5183* NAD 83(2011) ELLIP HT-    39.681 (meters)        (06/27/12)   ADJUSTED
 DJ5183* NAD 83(2011) EPOCH   -  2010.00
 DJ5183* NAVD 88 ORTHO HEIGHT -    76.2   (meters)      250.    (feet) GPS OBS
 DJ5183  ______________________________________________________________________
 DJ5183  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DJ5183  GEOID HEIGHT    -        -36.553 (meters)                     GEOID09
 DJ5183  GEOID HEIGHT    -        -37.178 (meters)                     EGM08
 DJ5183  NAD 83(2011) X  -    852,270.817 (meters)                     COMP
 DJ5183  NAD 83(2011) Y  - -4,544,041.308 (meters)                     COMP
 DJ5183  NAD 83(2011) Z  -  4,379,179.927 (meters)                     COMP
 DJ5183
 DJ5183  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5183  Standards:
 DJ5183         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5183            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5183  -------------------------------------------------------------------
 DJ5183  NETWORK    0.33   0.90           0.15   0.11   0.46     -0.09093124
 DJ5183  -------------------------------------------------------------------
 DJ5183  Click here for local accuracies and other accuracy information.
 DJ5183
 DJ5183.The positional and height information provided upon this datasheet are not
 DJ5183.officially recognized by the Government of Canada, provincial governments
 DJ5183.within Canada, nor are they intended to replace or substitute for them.
 DJ5183.The intent of sharing this data is to allow access to positions or heights
 DJ5183.recognized by the United States Government. Passive control that is used by
 DJ5183.both nations may share the same or similar designations or descriptions but
 DJ5183.do not share official positions or heights. The 'Station Description' may
 DJ5183.originate from a Canadian 'Station Report' and if so contains information
 DJ5183.licensed under the 'Open Government License - Canada'.
 DJ5183
 DJ5183.The horizontal coordinates were established by GPS observations
 DJ5183.and adjusted by the National Geodetic Survey in June 2012.
 DJ5183
 DJ5183.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5183.been affixed to the stable North American tectonic plate. See 
 DJ5183.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5183
 DJ5183.The horizontal coordinates are valid at the epoch date displayed above
 DJ5183.which is a decimal equivalence of Year/Month/Day.
 DJ5183
 DJ5183.The orthometric height was determined by GPS observations and a
 DJ5183.high-resolution geoid model.
 DJ5183
 DJ5183.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5183
 DJ5183.Click photographs - Photos may exist for this station.
 DJ5183
 DJ5183.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5183
 DJ5183.The ellipsoidal height was determined by GPS observations
 DJ5183.and is referenced to NAD 83.
 DJ5183
 DJ5183. The following values were computed from the NAD 83(2011) position.
 DJ5183
 DJ5183;                    North         East     Units Scale Factor Converg.
 DJ5183;UTM  17      - 4,833,060.095   630,898.455   MT  0.99981076   +1 07 12.4
 DJ5183
 DJ5183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5183!UTM  17      -   0.99999378  x   0.99981076  =   0.99980454
 DJ5183
 DJ5183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPJ3089833060(NAD 83)
 DJ5183
 DJ5183                          SUPERSEDED SURVEY CONTROL
 DJ5183
 DJ5183  NAD 83(2007)-  43 38 20.46349(N)    079 22 37.70615(W) AD(2002.00) A
 DJ5183  ELLIP H (10/11/07)   39.682  (m)                       GP(2002.00) 4 2
 DJ5183  NAVD 88 (10/11/07)   76.3    (m)  GEOID03  model used  GPS OBS        
 DJ5183
 DJ5183.Superseded values are not recommended for survey control.
 DJ5183
 DJ5183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5183.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5183
 DJ5183_MARKER: DD = SURVEY DISK
 DJ5183_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DJ5183_SP_SET: RETAINING WALL
 DJ5183_STAMPING: M053003
 DJ5183_MARK LOGO: GSC
 DJ5183_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ5183+STABILITY: SURFACE MOTION
 DJ5183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5183+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2015
 DJ5183
 DJ5183  HISTORY     - Date     Condition        Report By
 DJ5183  HISTORY     - 2005     MONUMENTED       CADNR
 DJ5183  HISTORY     - 20100602 GOOD             CADNR
 DJ5183  HISTORY     - 20150817 GOOD             CADNR
 DJ5183
 DJ5183                          STATION DESCRIPTION
 DJ5183
 DJ5183'DESCRIBED BY CANADIAN DEPT NAT RES 2005
 DJ5183'MARKED BY A BRONZE TABLET SET IN THE TOP OF RETAINING WALL.
 DJ5183'
 DJ5183'FOR ADDITIONAL INFORMATION CONTACT NATURAL RESOURCES CANADA, GEODETIC
 DJ5183'SURVEY DIVISION, 615 BOOTH STREET, OTTAWA, ONTARIO.
 DJ5183
 DJ5183                          STATION RECOVERY (2010)
 DJ5183
 DJ5183'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2010 (JS)
 DJ5183'RECOVERED AS DESCRIBED.
 DJ5183
 DJ5183                          STATION RECOVERY (2015)
 DJ5183
 DJ5183'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2015 (RJS)
 DJ5183'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DJ5184 ***********************************************************************
 DJ5184  DESIGNATION -  M053004
 DJ5184  PID         -  DJ5184
 DJ5184  STATE/COUNTY-  ON/HAMILTON
 DJ5184  COUNTRY     -  CANADA
 DJ5184  NTS MAPSHEET-  BURLINGTON (2020)
 DJ5184
 DJ5184                         *CURRENT SURVEY CONTROL
 DJ5184  ______________________________________________________________________
 DJ5184* NAD 83(2011) POSITION- 43 17 58.42092(N) 079 47 36.67770(W)   ADJUSTED
 DJ5184* NAD 83(2011) ELLIP HT-    40.092 (meters)        (06/27/12)   ADJUSTED
 DJ5184* NAD 83(2011) EPOCH   -  2010.00
 DJ5184* NAVD 88 ORTHO HEIGHT -    76.4   (meters)      251.    (feet) GPS OBS
 DJ5184  ______________________________________________________________________
 DJ5184  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DJ5184  GEOID HEIGHT    -        -36.312 (meters)                     GEOID03
 DJ5184  GEOID HEIGHT    -        -36.925 (meters)                     EGM08
 DJ5184  NAD 83(2011) X  -    823,823.658 (meters)                     COMP
 DJ5184  NAD 83(2011) Y  - -4,575,650.833 (meters)                     COMP
 DJ5184  NAD 83(2011) Z  -  4,351,809.237 (meters)                     COMP
 DJ5184
 DJ5184  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5184  Standards:
 DJ5184         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5184            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5184  -------------------------------------------------------------------
 DJ5184  NETWORK    0.39   1.37           0.18   0.13   0.70     -0.03206722
 DJ5184  -------------------------------------------------------------------
 DJ5184  Click here for local accuracies and other accuracy information.
 DJ5184
 DJ5184.The positional and height information provided upon this datasheet are not
 DJ5184.officially recognized by the Government of Canada, provincial governments
 DJ5184.within Canada, nor are they intended to replace or substitute for them.
 DJ5184.The intent of sharing this data is to allow access to positions or heights
 DJ5184.recognized by the United States Government. Passive control that is used by
 DJ5184.both nations may share the same or similar designations or descriptions but
 DJ5184.do not share official positions or heights. The 'Station Description' may
 DJ5184.originate from a Canadian 'Station Report' and if so contains information
 DJ5184.licensed under the 'Open Government License - Canada'.
 DJ5184
 DJ5184.The horizontal coordinates were established by GPS observations
 DJ5184.and adjusted by the National Geodetic Survey in June 2012.
 DJ5184
 DJ5184.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5184.been affixed to the stable North American tectonic plate. See 
 DJ5184.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5184
 DJ5184.The horizontal coordinates are valid at the epoch date displayed above
 DJ5184.which is a decimal equivalence of Year/Month/Day.
 DJ5184
 DJ5184.The orthometric height was determined by GPS observations and a
 DJ5184.high-resolution geoid model.
 DJ5184
 DJ5184.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5184
 DJ5184.Click photographs - Photos may exist for this station.
 DJ5184
 DJ5184.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5184
 DJ5184.The ellipsoidal height was determined by GPS observations
 DJ5184.and is referenced to NAD 83.
 DJ5184
 DJ5184. The following values were computed from the NAD 83(2011) position.
 DJ5184
 DJ5184;                    North         East     Units Scale Factor Converg.
 DJ5184;UTM  17      - 4,794,788.107   597,859.434   MT  0.99971780   +0 49 38.9
 DJ5184
 DJ5184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5184!UTM  17      -   0.99999371  x   0.99971780  =   0.99971151
 DJ5184
 DJ5184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNH9785994788(NAD 83)
 DJ5184
 DJ5184                          SUPERSEDED SURVEY CONTROL
 DJ5184
 DJ5184  NAD 83(2007)-  43 17 58.42119(N)    079 47 36.67869(W) AD(2002.00) A
 DJ5184  ELLIP H (10/11/07)   40.092  (m)                       GP(2002.00) 4 2
 DJ5184
 DJ5184.Superseded values are not recommended for survey control.
 DJ5184
 DJ5184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5184.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5184
 DJ5184_MARKER: DD = SURVEY DISK
 DJ5184_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DJ5184_SP_SET: CONCRETE WHARF
 DJ5184_STAMPING: M053004
 DJ5184_MARK LOGO: GSC
 DJ5184_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ5184+STABILITY: SURFACE MOTION
 DJ5184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5184+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2015
 DJ5184
 DJ5184  HISTORY     - Date     Condition        Report By
 DJ5184  HISTORY     - 2005     MONUMENTED       CADNR
 DJ5184  HISTORY     - 20100612 GOOD             CADNR
 DJ5184  HISTORY     - 20150817 GOOD             CADNR
 DJ5184
 DJ5184                          STATION DESCRIPTION
 DJ5184
 DJ5184'DESCRIBED BY CANADIAN DEPT NAT RES 2005
 DJ5184'MARKED BY A BRONZE TABLET SET IN THE TOP OF WHARF.  LOCATED NORTHEAST
 DJ5184'OF LIFT BRIDGE AND NORTHWEST OF GAUGE NEAR CHANNEL WALL.
 DJ5184'
 DJ5184'FOR ADDITIONAL INFORMATION CONTACT NATURAL RESOURCES CANADA, GEODETIC
 DJ5184'SURVEY DIVISION, 615 BOOTH STREET, OTTAWA, ONTARIO.
 DJ5184
 DJ5184                          STATION RECOVERY (2010)
 DJ5184
 DJ5184'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2010 (JS)
 DJ5184'RECOVERED AS DESCRIBED.
 DJ5184
 DJ5184                          STATION RECOVERY (2015)
 DJ5184
 DJ5184'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2015 (RJS)
 DJ5184'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DJ5185 ***********************************************************************
 DJ5185  DESIGNATION -  M053005
 DJ5185  PID         -  DJ5185
 DJ5185  STATE/COUNTY-  ON/NIAGARA
 DJ5185  COUNTRY     -  CANADA
 DJ5185  NTS MAPSHEET-  WELLAND (2020)
 DJ5185
 DJ5185                         *CURRENT SURVEY CONTROL
 DJ5185  ______________________________________________________________________
 DJ5185* NAD 83(2011) POSITION- 42 52 33.54191(N) 079 14 59.37460(W)   ADJUSTED
 DJ5185* NAD 83(2011) ELLIP HT-   140.388 (meters)        (09/20/18)   ADJUSTED
 DJ5185* NAD 83(2011) EPOCH   -  2010.00
 DJ5185* NAVD 88 ORTHO HEIGHT -   175.9   (meters)      577.    (feet) GPS OBS
 DJ5185  ______________________________________________________________________
 DJ5185  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DJ5185  GEOID HEIGHT    -        -35.463 (meters)                     GEOID09
 DJ5185  GEOID HEIGHT    -        -36.129 (meters)                     EGM08
 DJ5185  NAD 83(2011) X  -    873,215.265 (meters)                     COMP
 DJ5185  NAD 83(2011) Y  - -4,599,281.187 (meters)                     COMP
 DJ5185  NAD 83(2011) Z  -  4,317,511.156 (meters)                     COMP
 DJ5185
 DJ5185  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5185  Standards:
 DJ5185         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5185            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5185  -------------------------------------------------------------------
 DJ5185  NETWORK    0.39   1.33           0.18   0.13   0.68      0.00852423
 DJ5185  -------------------------------------------------------------------
 DJ5185  Click here for local accuracies and other accuracy information.
 DJ5185
 DJ5185.The positional and height information provided upon this datasheet are not
 DJ5185.officially recognized by the Government of Canada, provincial governments
 DJ5185.within Canada, nor are they intended to replace or substitute for them.
 DJ5185.The intent of sharing this data is to allow access to positions or heights
 DJ5185.recognized by the United States Government. Passive control that is used by
 DJ5185.both nations may share the same or similar designations or descriptions but
 DJ5185.do not share official positions or heights. The 'Station Description' may
 DJ5185.originate from a Canadian 'Station Report' and if so contains information
 DJ5185.licensed under the 'Open Government License - Canada'.
 DJ5185
 DJ5185.The horizontal coordinates were established by GPS observations
 DJ5185.and adjusted by the National Geodetic Survey in September 2018.
 DJ5185
 DJ5185.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5185.been affixed to the stable North American tectonic plate. See 
 DJ5185.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5185
 DJ5185.The horizontal coordinates are valid at the epoch date displayed above
 DJ5185.which is a decimal equivalence of Year/Month/Day.
 DJ5185
 DJ5185.The orthometric height was determined by GPS observations and a
 DJ5185.high-resolution geoid model.
 DJ5185
 DJ5185.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5185
 DJ5185.Click photographs - Photos may exist for this station.
 DJ5185
 DJ5185.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5185
 DJ5185.The ellipsoidal height was determined by GPS observations
 DJ5185.and is referenced to NAD 83.
 DJ5185
 DJ5185. The following values were computed from the NAD 83(2011) position.
 DJ5185
 DJ5185;                    North         East     Units Scale Factor Converg.
 DJ5185;UTM  17      - 4,748,528.868   642,942.026   MT  0.99985137   +1 11 27.8
 DJ5185
 DJ5185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5185!UTM  17      -   0.99997798  x   0.99985137  =   0.99982936
 DJ5185
 DJ5185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH4294248528(NAD 83)
 DJ5185
 DJ5185                          SUPERSEDED SURVEY CONTROL
 DJ5185
 DJ5185  NAD 83(2011)-  42 52 33.54254(N)    079 14 59.37633(W) AD(2010.00) 0
 DJ5185  ELLIP H (06/27/12)  140.424  (m)                       GP(2010.00)    
 DJ5185  NAD 83(2007)-  42 52 33.54260(N)    079 14 59.37634(W) AD(2002.00) A
 DJ5185  ELLIP H (08/23/11)  140.420  (m)                       GP(2002.00) 1 2
 DJ5185  NAD 83(2007)-  42 52 33.54293(N)    079 14 59.37800(W) AD(2002.00) A
 DJ5185  ELLIP H (10/11/07)  140.442  (m)                       GP(2002.00) 4 2
 DJ5185  NAVD 88 (10/11/07)  175.9    (m)  GEOID03  model used  GPS OBS        
 DJ5185
 DJ5185.Superseded values are not recommended for survey control.
 DJ5185
 DJ5185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5185.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5185
 DJ5185_MARKER: DD = SURVEY DISK
 DJ5185_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DJ5185_SP_SET: CONCRETE CANAL WALL
 DJ5185_STAMPING: M053005
 DJ5185_MARK LOGO: GSC
 DJ5185_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ5185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5185+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2015
 DJ5185
 DJ5185  HISTORY     - Date     Condition        Report By
 DJ5185  HISTORY     - 2005     MONUMENTED       CADNR
 DJ5185  HISTORY     - 20100610 GOOD             CADNR
 DJ5185  HISTORY     - 20150817 GOOD             CADNR
 DJ5185
 DJ5185                          STATION DESCRIPTION
 DJ5185
 DJ5185'DESCRIBED BY CANADIAN DEPT NAT RES 2005
 DJ5185'MARKED BY A BRONZE TABLET SET IN TOP WEST WALL OF WELLAND CANAL, SOUTH
 DJ5185'OF A BROKEN BOLLARD, 14.9 M (48.9 FT) SOUTH AND 13.25 M (43.5 FT)
 DJ5185'NORTH OF LIGHT STANDARDS.  MARKER IS EAST OF KING STREET AND NORTHEAST
 DJ5185'OF A PARKING AREA.
 DJ5185'
 DJ5185'FOR ADDITIONAL INFORMATION CONTACT NATURAL RESOURCES CANADA, GEODETIC
 DJ5185'SURVEY DIVISION, 615 BOOTH STREET, OTTAWA, ONTARIO.
 DJ5185
 DJ5185                          STATION RECOVERY (2010)
 DJ5185
 DJ5185'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2010 (JS)
 DJ5185'RECOVERED AS DESCRIBED.
 DJ5185
 DJ5185                          STATION RECOVERY (2015)
 DJ5185
 DJ5185'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2015 (RJS)
 DJ5185'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DJ5186 ***********************************************************************
 DJ5186  DESIGNATION -  M053006
 DJ5186  PID         -  DJ5186
 DJ5186  STATE/COUNTY-  ON/ESSEX
 DJ5186  COUNTRY     -  CANADA
 DJ5186  NTS MAPSHEET-  ESSEX (2020)
 DJ5186
 DJ5186                         *CURRENT SURVEY CONTROL
 DJ5186  ______________________________________________________________________
 DJ5186* NAD 83(2011) POSITION- 42 01 38.54127(N) 082 44 03.76730(W)   ADJUSTED
 DJ5186* NAD 83(2011) ELLIP HT-   140.126 (meters)        (06/27/12)   ADJUSTED
 DJ5186* NAD 83(2011) EPOCH   -  2010.00
 DJ5186* NAVD 88 ORTHO HEIGHT -   175.3   (meters)      575.    (feet) GPS OBS
 DJ5186  ______________________________________________________________________
 DJ5186  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DJ5186  GEOID HEIGHT    -        -35.165 (meters)                     GEOID09
 DJ5186  GEOID HEIGHT    -        -35.739 (meters)                     EGM08
 DJ5186  NAD 83(2011) X  -    600,105.958 (meters)                     COMP
 DJ5186  NAD 83(2011) Y  - -4,706,967.627 (meters)                     COMP
 DJ5186  NAD 83(2011) Z  -  4,247,956.597 (meters)                     COMP
 DJ5186
 DJ5186  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5186  Standards:
 DJ5186         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5186            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5186  -------------------------------------------------------------------
 DJ5186  NETWORK    0.53   0.90           0.24   0.19   0.46     -0.01529194
 DJ5186  -------------------------------------------------------------------
 DJ5186  Click here for local accuracies and other accuracy information.
 DJ5186
 DJ5186.The positional and height information provided upon this datasheet are not
 DJ5186.officially recognized by the Government of Canada, provincial governments
 DJ5186.within Canada, nor are they intended to replace or substitute for them.
 DJ5186.The intent of sharing this data is to allow access to positions or heights
 DJ5186.recognized by the United States Government. Passive control that is used by
 DJ5186.both nations may share the same or similar designations or descriptions but
 DJ5186.do not share official positions or heights. The 'Station Description' may
 DJ5186.originate from a Canadian 'Station Report' and if so contains information
 DJ5186.licensed under the 'Open Government License - Canada'.
 DJ5186
 DJ5186.The horizontal coordinates were established by GPS observations
 DJ5186.and adjusted by the National Geodetic Survey in June 2012.
 DJ5186
 DJ5186.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5186.been affixed to the stable North American tectonic plate. See 
 DJ5186.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5186
 DJ5186.The horizontal coordinates are valid at the epoch date displayed above
 DJ5186.which is a decimal equivalence of Year/Month/Day.
 DJ5186
 DJ5186.The orthometric height was determined by GPS observations and a
 DJ5186.high-resolution geoid model.
 DJ5186
 DJ5186.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5186
 DJ5186.Click photographs - Photos may exist for this station.
 DJ5186
 DJ5186.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5186
 DJ5186.The ellipsoidal height was determined by GPS observations
 DJ5186.and is referenced to NAD 83.
 DJ5186
 DJ5186. The following values were computed from the NAD 83(2011) position.
 DJ5186
 DJ5186;                    North         East     Units Scale Factor Converg.
 DJ5186;UTM  17      - 4,654,270.471   356,422.051   MT  0.99985366   -1 09 40.8
 DJ5186
 DJ5186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5186!UTM  17      -   0.99997802  x   0.99985366  =   0.99983169
 DJ5186
 DJ5186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG5642254270(NAD 83)
 DJ5186
 DJ5186                          SUPERSEDED SURVEY CONTROL
 DJ5186
 DJ5186  NAD 83(2007)-  42 01 38.54144(N)    082 44 03.76794(W) AD(2002.00) A
 DJ5186  ELLIP H (10/11/07)  140.135  (m)                       GP(2002.00) 4 2
 DJ5186  NAVD 88 (10/11/07)  175.3    (m)  GEOID03  model used  GPS OBS        
 DJ5186
 DJ5186.Superseded values are not recommended for survey control.
 DJ5186
 DJ5186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5186.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5186
 DJ5186_MARKER: DD = SURVEY DISK
 DJ5186_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DJ5186_SP_SET: CONCRETE RETAINING WALL
 DJ5186_STAMPING: M053006
 DJ5186_MARK LOGO: GSC
 DJ5186_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ5186+STABILITY: SURFACE MOTION
 DJ5186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5186+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2010
 DJ5186
 DJ5186  HISTORY     - Date     Condition        Report By
 DJ5186  HISTORY     - 2005     MONUMENTED       CADNR
 DJ5186  HISTORY     - 20100608 GOOD             CADNR
 DJ5186
 DJ5186                          STATION DESCRIPTION
 DJ5186
 DJ5186'DESCRIBED BY CANADIAN DEPT NAT RES 2005
 DJ5186'MARKED BY A BRONZE TABLET SET IN THE TOP OF CONCRETE RETAINING WALL,
 DJ5186'NORTHEAST OF GAUGE.
 DJ5186'
 DJ5186'FOR ADDITIONAL INFORMATION CONTACT NATURAL RESOURCES CANADA, GEODETIC
 DJ5186'SURVEY DIVISION, 615 BOOTH STREET, OTTAWA, ONTARIO.
 DJ5186
 DJ5186                          STATION RECOVERY (2010)
 DJ5186
 DJ5186'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2010 (JS)
 DJ5186'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DJ5187 ***********************************************************************
 DJ5187  DESIGNATION -  M053007
 DJ5187  PID         -  DJ5187
 DJ5187  STATE/COUNTY-  ON/ESSEX
 DJ5187  COUNTRY     -  CANADA
 DJ5187  NTS MAPSHEET-  BELLE RIVER (2020)
 DJ5187
 DJ5187                         *CURRENT SURVEY CONTROL
 DJ5187  ______________________________________________________________________
 DJ5187* NAD 83(2011) POSITION- 42 17 44.67828(N) 082 42 41.13032(W)   ADJUSTED
 DJ5187* NAD 83(2011) ELLIP HT-   143.348 (meters)        (06/27/12)   ADJUSTED
 DJ5187* NAD 83(2011) EPOCH   -  2010.00
 DJ5187* NAVD 88 ORTHO HEIGHT -   178.2   (meters)      585.    (feet) GPS OBS
 DJ5187  ______________________________________________________________________
 DJ5187  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DJ5187  GEOID HEIGHT    -        -34.815 (meters)                     GEOID09
 DJ5187  GEOID HEIGHT    -        -35.372 (meters)                     EGM08
 DJ5187  NAD 83(2011) X  -    599,453.460 (meters)                     COMP
 DJ5187  NAD 83(2011) Y  - -4,686,881.457 (meters)                     COMP
 DJ5187  NAD 83(2011) Z  -  4,270,055.849 (meters)                     COMP
 DJ5187
 DJ5187  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5187  Standards:
 DJ5187         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5187            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5187  -------------------------------------------------------------------
 DJ5187  NETWORK    0.33   0.78           0.15   0.12   0.40     -0.02923261
 DJ5187  -------------------------------------------------------------------
 DJ5187  Click here for local accuracies and other accuracy information.
 DJ5187
 DJ5187.The positional and height information provided upon this datasheet are not
 DJ5187.officially recognized by the Government of Canada, provincial governments
 DJ5187.within Canada, nor are they intended to replace or substitute for them.
 DJ5187.The intent of sharing this data is to allow access to positions or heights
 DJ5187.recognized by the United States Government. Passive control that is used by
 DJ5187.both nations may share the same or similar designations or descriptions but
 DJ5187.do not share official positions or heights. The 'Station Description' may
 DJ5187.originate from a Canadian 'Station Report' and if so contains information
 DJ5187.licensed under the 'Open Government License - Canada'.
 DJ5187
 DJ5187.The horizontal coordinates were established by GPS observations
 DJ5187.and adjusted by the National Geodetic Survey in June 2012.
 DJ5187
 DJ5187.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5187.been affixed to the stable North American tectonic plate. See 
 DJ5187.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5187
 DJ5187.The horizontal coordinates are valid at the epoch date displayed above
 DJ5187.which is a decimal equivalence of Year/Month/Day.
 DJ5187
 DJ5187.The orthometric height was determined by GPS observations and a
 DJ5187.high-resolution geoid model.
 DJ5187
 DJ5187.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5187
 DJ5187.Click photographs - Photos may exist for this station.
 DJ5187
 DJ5187.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5187
 DJ5187.The ellipsoidal height was determined by GPS observations
 DJ5187.and is referenced to NAD 83.
 DJ5187
 DJ5187. The following values were computed from the NAD 83(2011) position.
 DJ5187
 DJ5187;                    North         East     Units Scale Factor Converg.
 DJ5187;UTM  17      - 4,684,031.352   358,920.017   MT  0.99984490   -1 09 06.9
 DJ5187
 DJ5187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5187!UTM  17      -   0.99997752  x   0.99984490  =   0.99982242
 DJ5187
 DJ5187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG5892084031(NAD 83)
 DJ5187
 DJ5187                          SUPERSEDED SURVEY CONTROL
 DJ5187
 DJ5187  NAD 83(2007)-  42 17 44.67842(N)    082 42 41.13103(W) AD(2002.00) A
 DJ5187  ELLIP H (10/11/07)  143.362  (m)                       GP(2002.00) 4 2
 DJ5187  NAVD 88 (10/11/07)  178.2    (m)  GEOID03  model used  GPS OBS        
 DJ5187
 DJ5187.Superseded values are not recommended for survey control.
 DJ5187
 DJ5187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5187.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5187
 DJ5187_MARKER: DD = SURVEY DISK
 DJ5187_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ5187_SP_SET: BRIDGE ABUTMENT
 DJ5187_STAMPING: M053007
 DJ5187_MARK LOGO: GSC
 DJ5187_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ5187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5187+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2015
 DJ5187
 DJ5187  HISTORY     - Date     Condition        Report By
 DJ5187  HISTORY     - 2005     MONUMENTED       CADNR
 DJ5187  HISTORY     - 20100608 GOOD             CADNR
 DJ5187  HISTORY     - 20150812 GOOD             CADNR
 DJ5187
 DJ5187                          STATION DESCRIPTION
 DJ5187
 DJ5187'DESCRIBED BY CANADIAN DEPT NAT RES 2005
 DJ5187'MARKED BY A BRONZE TABLET SET IN THE TOP OF THE SOUTHWEST CORNER OF A
 DJ5187'CONCRETE RAILWAY ABUTMENT OF BRIDGE OVER BELLE RIVER, EAST OF WEST
 DJ5187'RIVER STREET AND SOUTH OF PEDESTRIAN BRIDGE.
 DJ5187'
 DJ5187'FOR ADDITIONAL INFORMATION CONTACT NATURAL RESOURCES CANADA, GEODETIC
 DJ5187'SURVEY DIVISION, 615 BOOTH STREET, OTTAWA, ONTARIO.
 DJ5187
 DJ5187                          STATION RECOVERY (2010)
 DJ5187
 DJ5187'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2010 (JS)
 DJ5187'RECOVERED AS DESCRIBED.
 DJ5187
 DJ5187                          STATION RECOVERY (2015)
 DJ5187
 DJ5187'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2015 (RJS)
 DJ5187'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DJ5188 ***********************************************************************
 DJ5188  DESIGNATION -  M053008
 DJ5188  PID         -  DJ5188
 DJ5188  STATE/COUNTY-  ON/HURON
 DJ5188  COUNTRY     -  CANADA
 DJ5188  NTS MAPSHEET-  GODERICH (2020)
 DJ5188
 DJ5188                         *CURRENT SURVEY CONTROL
 DJ5188  ______________________________________________________________________
 DJ5188* NAD 83(2011) POSITION- 43 44 35.99297(N) 081 43 26.06072(W)   ADJUSTED
 DJ5188* NAD 83(2011) ELLIP HT-   146.609 (meters)        (06/27/12)   ADJUSTED
 DJ5188* NAD 83(2011) EPOCH   -  2010.00
 DJ5188* NAVD 88 ORTHO HEIGHT -   182.1   (meters)      597.    (feet) GPS OBS
 DJ5188  ______________________________________________________________________
 DJ5188  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DJ5188  GEOID HEIGHT    -        -35.480 (meters)                     GEOID09
 DJ5188  GEOID HEIGHT    -        -36.041 (meters)                     EGM08
 DJ5188  NAD 83(2011) X  -    664,348.361 (meters)                     COMP
 DJ5188  NAD 83(2011) Y  - -4,567,282.261 (meters)                     COMP
 DJ5188  NAD 83(2011) Z  -  4,387,634.271 (meters)                     COMP
 DJ5188
 DJ5188  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5188  Standards:
 DJ5188         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5188            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5188  -------------------------------------------------------------------
 DJ5188  NETWORK    0.57   0.67           0.21   0.25   0.34     -0.09940184
 DJ5188  -------------------------------------------------------------------
 DJ5188  Click here for local accuracies and other accuracy information.
 DJ5188
 DJ5188.The positional and height information provided upon this datasheet are not
 DJ5188.officially recognized by the Government of Canada, provincial governments
 DJ5188.within Canada, nor are they intended to replace or substitute for them.
 DJ5188.The intent of sharing this data is to allow access to positions or heights
 DJ5188.recognized by the United States Government. Passive control that is used by
 DJ5188.both nations may share the same or similar designations or descriptions but
 DJ5188.do not share official positions or heights. The 'Station Description' may
 DJ5188.originate from a Canadian 'Station Report' and if so contains information
 DJ5188.licensed under the 'Open Government License - Canada'.
 DJ5188
 DJ5188.The horizontal coordinates were established by GPS observations
 DJ5188.and adjusted by the National Geodetic Survey in June 2012.
 DJ5188
 DJ5188.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5188.been affixed to the stable North American tectonic plate. See 
 DJ5188.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5188
 DJ5188.The horizontal coordinates are valid at the epoch date displayed above
 DJ5188.which is a decimal equivalence of Year/Month/Day.
 DJ5188
 DJ5188.The orthometric height was determined by GPS observations and a
 DJ5188.high-resolution geoid model.
 DJ5188
 DJ5188.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5188
 DJ5188.Click photographs - Photos may exist for this station.
 DJ5188
 DJ5188.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5188
 DJ5188.The ellipsoidal height was determined by GPS observations
 DJ5188.and is referenced to NAD 83.
 DJ5188
 DJ5188. The following values were computed from the NAD 83(2011) position.
 DJ5188
 DJ5188;                    North         East     Units Scale Factor Converg.
 DJ5188;UTM  17      - 4,843,620.472   441,711.813   MT  0.99964179   -0 30 02.0
 DJ5188
 DJ5188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5188!UTM  17      -   0.99997701  x   0.99964179  =   0.99961881
 DJ5188
 DJ5188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMJ4171143620(NAD 83)
 DJ5188
 DJ5188|---------------------------------------------------------------------|
 DJ5188| PID    Reference Object                     Distance      Geod. Az  |
 DJ5188|                                                           dddmmss.s |
 DJ5188| DM4633 GODERICH CORS GRP                   387.117 METERS 30509     |
 DJ5188|---------------------------------------------------------------------|
 DJ5188
 DJ5188                          SUPERSEDED SURVEY CONTROL
 DJ5188
 DJ5188  NAD 83(2007)-  43 44 35.99291(N)    081 43 26.06125(W) AD(2002.00) A
 DJ5188  ELLIP H (10/11/07)  146.603  (m)                       GP(2002.00) 4 2
 DJ5188  NAVD 88 (10/11/07)  182.1    (m)  GEOID03  model used  GPS OBS        
 DJ5188
 DJ5188.Superseded values are not recommended for survey control.
 DJ5188
 DJ5188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5188.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5188
 DJ5188_MARKER: DD = SURVEY DISK
 DJ5188_SETTING: 0 = UNSPECIFIED SETTING
 DJ5188_STAMPING: M053008
 DJ5188_MARK LOGO: GSC
 DJ5188_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ5188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5188+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2010
 DJ5188
 DJ5188  HISTORY     - Date     Condition        Report By
 DJ5188  HISTORY     - 2005     MONUMENTED       CADNR
 DJ5188  HISTORY     - 20100604 GOOD             CADNR
 DJ5188
 DJ5188                          STATION DESCRIPTION
 DJ5188
 DJ5188'DESCRIBED BY CANADIAN DEPT NAT RES 2005
 DJ5188'MARKED BY A BRONZE TABLET SET IN CONCRETE ON A GRASSY AREA, 34 M
 DJ5188'(111.5 FT) NORTH OF THE OLD RED BRICK GODERICH TRAIN STATION, 17.2 M
 DJ5188'(56.4 FT) WEST OF A WOODEN POST, 9.4 M (30.8 FT) SOUTHEAST OF A SECOND
 DJ5188'WOODEN POST AND 29.95 M (98.3 FT) SOUTH-SOUTHEAST OF A WOODEN POLE
 DJ5188'WITH A STREET LIGHT.
 DJ5188'
 DJ5188'FOR ADDITIONAL INFORMATION CONTACT NATURAL RESOURCES CANADA, GEODETIC
 DJ5188'SURVEY DIVISION, 615 BOOTH STREET, OTTAWA, ONTARIO.
 DJ5188
 DJ5188                          STATION RECOVERY (2010)
 DJ5188
 DJ5188'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2010 (JS)
 DJ5188'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DJ5189 ***********************************************************************
 DJ5189  DESIGNATION -  M053009
 DJ5189  PID         -  DJ5189
 DJ5189  STATE/COUNTY-  ON/SIMCOE
 DJ5189  COUNTRY     -  CANADA
 DJ5189  NTS MAPSHEET-  NOTTAWASAGA BAY (2020)
 DJ5189
 DJ5189                         *CURRENT SURVEY CONTROL
 DJ5189  ______________________________________________________________________
 DJ5189* NAD 83(2011) POSITION- 44 30 34.70566(N) 080 13 11.00627(W)   ADJUSTED
 DJ5189* NAD 83(2011) ELLIP HT-   142.918 (meters)        (06/27/12)   ADJUSTED
 DJ5189* NAD 83(2011) EPOCH   -  2010.00
 DJ5189* NAVD 88 ORTHO HEIGHT -   178.9   (meters)      587.    (feet) GPS OBS
 DJ5189  ______________________________________________________________________
 DJ5189  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DJ5189  GEOID HEIGHT    -        -35.958 (meters)                     GEOID09
 DJ5189  GEOID HEIGHT    -        -36.558 (meters)                     EGM08
 DJ5189  NAD 83(2011) X  -    773,938.986 (meters)                     COMP
 DJ5189  NAD 83(2011) Y  - -4,489,843.449 (meters)                     COMP
 DJ5189  NAD 83(2011) Z  -  4,448,752.399 (meters)                     COMP
 DJ5189
 DJ5189  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5189  Standards:
 DJ5189         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5189            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5189  -------------------------------------------------------------------
 DJ5189  NETWORK    0.33   0.76           0.15   0.12   0.39     -0.02136951
 DJ5189  -------------------------------------------------------------------
 DJ5189  Click here for local accuracies and other accuracy information.
 DJ5189
 DJ5189.The positional and height information provided upon this datasheet are not
 DJ5189.officially recognized by the Government of Canada, provincial governments
 DJ5189.within Canada, nor are they intended to replace or substitute for them.
 DJ5189.The intent of sharing this data is to allow access to positions or heights
 DJ5189.recognized by the United States Government. Passive control that is used by
 DJ5189.both nations may share the same or similar designations or descriptions but
 DJ5189.do not share official positions or heights. The 'Station Description' may
 DJ5189.originate from a Canadian 'Station Report' and if so contains information
 DJ5189.licensed under the 'Open Government License - Canada'.
 DJ5189
 DJ5189.The horizontal coordinates were established by GPS observations
 DJ5189.and adjusted by the National Geodetic Survey in June 2012.
 DJ5189
 DJ5189.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5189.been affixed to the stable North American tectonic plate. See 
 DJ5189.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5189
 DJ5189.The horizontal coordinates are valid at the epoch date displayed above
 DJ5189.which is a decimal equivalence of Year/Month/Day.
 DJ5189
 DJ5189.The orthometric height was determined by GPS observations and a
 DJ5189.high-resolution geoid model.
 DJ5189
 DJ5189.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5189
 DJ5189.Click photographs - Photos may exist for this station.
 DJ5189
 DJ5189.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5189
 DJ5189.The ellipsoidal height was determined by GPS observations
 DJ5189.and is referenced to NAD 83.
 DJ5189
 DJ5189. The following values were computed from the NAD 83(2011) position.
 DJ5189
 DJ5189;                    North         East     Units Scale Factor Converg.
 DJ5189;UTM  17      - 4,928,776.077   562,020.003   MT  0.99964730   +0 32 49.2
 DJ5189
 DJ5189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5189!UTM  17      -   0.99997759  x   0.99964730  =   0.99962490
 DJ5189
 DJ5189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNK6202028776(NAD 83)
 DJ5189
 DJ5189                          SUPERSEDED SURVEY CONTROL
 DJ5189
 DJ5189  NAD 83(2007)-  44 30 34.70604(N)    080 13 11.00707(W) AD(2002.00) A
 DJ5189  ELLIP H (10/11/07)  142.914  (m)                       GP(2002.00) 4 2
 DJ5189  NAVD 88 (10/11/07)  178.9    (m)  GEOID03  model used  GPS OBS        
 DJ5189
 DJ5189.Superseded values are not recommended for survey control.
 DJ5189
 DJ5189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5189.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5189
 DJ5189_MARKER: DD = SURVEY DISK
 DJ5189_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DJ5189_SP_SET: CONCRETE RETAINING WALL
 DJ5189_STAMPING: M053009
 DJ5189_MARK LOGO: GSC
 DJ5189_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ5189+STABILITY: SURFACE MOTION
 DJ5189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5189+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2015
 DJ5189
 DJ5189  HISTORY     - Date     Condition        Report By
 DJ5189  HISTORY     - 2005     MONUMENTED       CADNR
 DJ5189  HISTORY     - 20100604 GOOD             CADNR
 DJ5189  HISTORY     - 20150810 GOOD             CADNR
 DJ5189
 DJ5189                          STATION DESCRIPTION
 DJ5189
 DJ5189'DESCRIBED BY CANADIAN DEPT NAT RES 2005
 DJ5189'MARKED BY A BRONZE TABLET SET IN THE SOUTH END OF A CONCRETE RETAINING
 DJ5189'WALL, NORTHEAST OF COLLINGWOOD CITY MARINA, SOUTHEAST OF YACHT CLUB
 DJ5189'AND EAST OF ELEVATOR ROAD.
 DJ5189'
 DJ5189'FOR ADDITIONAL INFORMATION CONTACT NATURAL RESOURCES CANADA, GEODETIC
 DJ5189'SURVEY DIVISION, 615 BOOTH STREET, OTTAWA, ONTARIO.
 DJ5189
 DJ5189                          STATION RECOVERY (2010)
 DJ5189
 DJ5189'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2010 (JS)
 DJ5189'RECOVERED AS DESCRIBED.
 DJ5189
 DJ5189                          STATION RECOVERY (2015)
 DJ5189
 DJ5189'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2015 (RJS)
 DJ5189'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DJ5190 ***********************************************************************
 DJ5190  DESIGNATION -  M053010
 DJ5190  PID         -  DJ5190
 DJ5190  STATE/COUNTY-  ON/MANITOULIN
 DJ5190  COUNTRY     -  CANADA
 DJ5190  NTS MAPSHEET-  LITTLE CURRENT (2020)
 DJ5190
 DJ5190                         *CURRENT SURVEY CONTROL
 DJ5190  ______________________________________________________________________
 DJ5190* NAD 83(2011) POSITION- 45 59 08.55224(N) 081 55 47.00935(W)   ADJUSTED
 DJ5190* NAD 83(2011) ELLIP HT-   141.909 (meters)        (06/27/12)   ADJUSTED
 DJ5190* NAD 83(2011) EPOCH   -  2010.00
 DJ5190* NAVD 88 ORTHO HEIGHT -   178.9   (meters)      587.    (feet) GPS OBS
 DJ5190  ______________________________________________________________________
 DJ5190  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DJ5190  GEOID HEIGHT    -        -36.978 (meters)                     GEOID09
 DJ5190  GEOID HEIGHT    -        -37.486 (meters)                     EGM08
 DJ5190  NAD 83(2011) X  -    623,259.312 (meters)                     COMP
 DJ5190  NAD 83(2011) Y  - -4,395,594.573 (meters)                     COMP
 DJ5190  NAD 83(2011) Z  -  4,564,246.013 (meters)                     COMP
 DJ5190
 DJ5190  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5190  Standards:
 DJ5190         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5190            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5190  -------------------------------------------------------------------
 DJ5190  NETWORK    0.45   0.76           0.21   0.15   0.39     -0.00293803
 DJ5190  -------------------------------------------------------------------
 DJ5190  Click here for local accuracies and other accuracy information.
 DJ5190
 DJ5190.The positional and height information provided upon this datasheet are not
 DJ5190.officially recognized by the Government of Canada, provincial governments
 DJ5190.within Canada, nor are they intended to replace or substitute for them.
 DJ5190.The intent of sharing this data is to allow access to positions or heights
 DJ5190.recognized by the United States Government. Passive control that is used by
 DJ5190.both nations may share the same or similar designations or descriptions but
 DJ5190.do not share official positions or heights. The 'Station Description' may
 DJ5190.originate from a Canadian 'Station Report' and if so contains information
 DJ5190.licensed under the 'Open Government License - Canada'.
 DJ5190
 DJ5190.The horizontal coordinates were established by GPS observations
 DJ5190.and adjusted by the National Geodetic Survey in June 2012.
 DJ5190
 DJ5190.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5190.been affixed to the stable North American tectonic plate. See 
 DJ5190.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5190
 DJ5190.The horizontal coordinates are valid at the epoch date displayed above
 DJ5190.which is a decimal equivalence of Year/Month/Day.
 DJ5190
 DJ5190.The orthometric height was determined by GPS observations and a
 DJ5190.high-resolution geoid model.
 DJ5190
 DJ5190.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5190
 DJ5190.Click photographs - Photos may exist for this station.
 DJ5190
 DJ5190.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5190
 DJ5190.The ellipsoidal height was determined by GPS observations
 DJ5190.and is referenced to NAD 83.
 DJ5190
 DJ5190. The following values were computed from the NAD 83(2011) position.
 DJ5190
 DJ5190;                    North         East     Units Scale Factor Converg.
 DJ5190;UTM  17      - 5,092,879.843   427,990.828   MT  0.99966374   -0 40 07.2
 DJ5190
 DJ5190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5190!UTM  17      -   0.99997775  x   0.99966374  =   0.99964150
 DJ5190
 DJ5190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TML2799092879(NAD 83)
 DJ5190
 DJ5190                          SUPERSEDED SURVEY CONTROL
 DJ5190
 DJ5190  NAD 83(2007)-  45 59 08.55252(N)    081 55 47.01021(W) AD(2002.00) A
 DJ5190  ELLIP H (10/11/07)  141.903  (m)                       GP(2002.00) 4 2
 DJ5190  NAVD 88 (10/11/07)  178.9    (m)  GEOID03  model used  GPS OBS        
 DJ5190
 DJ5190.Superseded values are not recommended for survey control.
 DJ5190
 DJ5190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5190.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5190
 DJ5190_MARKER: DD = SURVEY DISK
 DJ5190_SETTING: 66 = SET IN ROCK OUTCROP
 DJ5190_STAMPING: M053010
 DJ5190_MARK LOGO: GSC
 DJ5190_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5190_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DJ5190+STABILITY: POSITION/ELEVATION WELL
 DJ5190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5190+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2010
 DJ5190
 DJ5190  HISTORY     - Date     Condition        Report By
 DJ5190  HISTORY     - 2005     MONUMENTED       CADNR
 DJ5190  HISTORY     - 20100602 GOOD             CADNR
 DJ5190
 DJ5190                          STATION DESCRIPTION
 DJ5190
 DJ5190'DESCRIBED BY CANADIAN DEPT NAT RES 2005
 DJ5190'MARKED BY A BRONZE TABLET SET IN BEDROCK 47.3 M (155.2 FT) SOUTHWEST
 DJ5190'OF THE LARGE BLUE BOYLE MARINE BUILDING, 20.2 M (66.3 FT) NORTH OF
 DJ5190'DIRT ROAD AND 27.5 M (90.2 FT) SOUTH OF GEORGIAN BAY.
 DJ5190'
 DJ5190'FOR ADDITIONAL INFORMATION CONTACT NATURAL RESOURCES CANADA, GEODETIC
 DJ5190'SURVEY DIVISION, 615 BOOTH STREET, OTTAWA, ONTARIO.
 DJ5190
 DJ5190                          STATION RECOVERY (2010)
 DJ5190
 DJ5190'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2010 (JS)
 DJ5190'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DJ5191 ***********************************************************************
 DJ5191  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ5191  DESIGNATION -  M053011
 DJ5191  PID         -  DJ5191
 DJ5191  STATE/COUNTY-  ON/ALGOMA
 DJ5191  COUNTRY     -  CANADA
 DJ5191  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 DJ5191
 DJ5191                         *CURRENT SURVEY CONTROL
 DJ5191  ______________________________________________________________________
 DJ5191* NAD 83(2011) POSITION- 46 30 46.85777(N) 084 21 13.51342(W)   ADJUSTED
 DJ5191* NAD 83(2011) ELLIP HT-   148.032 (meters)        (06/27/12)   ADJUSTED
 DJ5191* NAD 83(2011) EPOCH   -  2010.00
 DJ5191* NAVD 88 ORTHO HEIGHT -   184.68  (meters)      605.9   (feet) GPS OBS
 DJ5191  ______________________________________________________________________
 DJ5191  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DJ5191  GEOID HEIGHT    -        -36.637 (meters)                     GEOID09
 DJ5191  GEOID HEIGHT    -        -37.089 (meters)                     EGM08
 DJ5191  NAD 83(2011) X  -    432,626.091 (meters)                     COMP
 DJ5191  NAD 83(2011) Y  - -4,375,890.881 (meters)                     COMP
 DJ5191  NAD 83(2011) Z  -  4,604,783.647 (meters)                     COMP
 DJ5191
 DJ5191  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5191  Standards:
 DJ5191         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5191            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5191  -------------------------------------------------------------------
 DJ5191  NETWORK    0.23   0.45           0.10   0.09   0.23     -0.02854544
 DJ5191  -------------------------------------------------------------------
 DJ5191  Click here for local accuracies and other accuracy information.
 DJ5191
 DJ5191.The positional and height information provided upon this datasheet are not
 DJ5191.officially recognized by the Government of Canada, provincial governments
 DJ5191.within Canada, nor are they intended to replace or substitute for them.
 DJ5191.The intent of sharing this data is to allow access to positions or heights
 DJ5191.recognized by the United States Government. Passive control that is used by
 DJ5191.both nations may share the same or similar designations or descriptions but
 DJ5191.do not share official positions or heights. The 'Station Description' may
 DJ5191.originate from a Canadian 'Station Report' and if so contains information
 DJ5191.licensed under the 'Open Government License - Canada'.
 DJ5191
 DJ5191.The horizontal coordinates were established by GPS observations
 DJ5191.and adjusted by the National Geodetic Survey in June 2012.
 DJ5191
 DJ5191.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5191.been affixed to the stable North American tectonic plate. See 
 DJ5191.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5191
 DJ5191.The horizontal coordinates are valid at the epoch date displayed above
 DJ5191.which is a decimal equivalence of Year/Month/Day.
 DJ5191
 DJ5191.The orthometric height was determined by GPS observations and a
 DJ5191.high-resolution geoid model using precise GPS observation and
 DJ5191.processing techniques.
 DJ5191
 DJ5191.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5191
 DJ5191.Click photographs - Photos may exist for this station.
 DJ5191
 DJ5191.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5191
 DJ5191.The ellipsoidal height was determined by GPS observations
 DJ5191.and is referenced to NAD 83.
 DJ5191
 DJ5191. The following values were computed from the NAD 83(2011) position.
 DJ5191
 DJ5191;                    North         East     Units Scale Factor Converg.
 DJ5191;UTM  16      - 5,154,452.013   702,999.289   MT  1.00010656   +1 55 14.1
 DJ5191
 DJ5191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5191!UTM  16      -   0.99997680  x   1.00010656  =   1.00008335
 DJ5191
 DJ5191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0299954452(NAD 83)
 DJ5191
 DJ5191                          SUPERSEDED SURVEY CONTROL
 DJ5191
 DJ5191  NAD 83(2007)-  46 30 46.85844(N)    084 21 13.51422(W) AD(2002.00) A
 DJ5191  ELLIP H (10/11/07)  148.032  (m)                       GP(2002.00) 4 2
 DJ5191  NAVD 88 (10/11/07)  184.7    (m)  GEOID03  model used  GPS OBS        
 DJ5191
 DJ5191.Superseded values are not recommended for survey control.
 DJ5191
 DJ5191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5191.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5191
 DJ5191_MARKER: DD = SURVEY DISK
 DJ5191_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DJ5191_SP_SET: CONCRETE CANAL WALL
 DJ5191_STAMPING: M053011
 DJ5191_MARK LOGO: GSC
 DJ5191_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ5191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5191+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2015
 DJ5191
 DJ5191  HISTORY     - Date     Condition        Report By
 DJ5191  HISTORY     - 2005     MONUMENTED       CADNR
 DJ5191  HISTORY     - 20100604 GOOD             CADNR
 DJ5191  HISTORY     - 20150803 GOOD             CADNR
 DJ5191
 DJ5191                          STATION DESCRIPTION
 DJ5191
 DJ5191'DESCRIBED BY CANADIAN DEPT NAT RES 2005
 DJ5191'MARKED BY A BRONZE TABLET SET IN THE TOP OF CANAL WALL.  LOCATED ON
 DJ5191'THE NORTH SIDE OF THE CANAL, 19.1 M (62.7 FT) WEST OF CONCRETE BLOCK
 DJ5191'BUILDING, 16.6 M (54.5 FT) SOUTHWEST OF LIGHT, 6.8 M (22.3 FT)
 DJ5191'SOUTHWEST OF BOLLARD AND 58 CM (23 INCHES) NORTHEAST OF CORNER OF
 DJ5191'RAILING.
 DJ5191'
 DJ5191'FOR ADDITIONAL INFORMATION CONTACT NATURAL RESOURCES CANADA, GEODETIC
 DJ5191'SURVEY DIVISION, 615 BOOTH STREET, OTTAWA, ONTARIO.
 DJ5191
 DJ5191                          STATION RECOVERY (2010)
 DJ5191
 DJ5191'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2010 (JS)
 DJ5191'RECOVERED AS DESCRIBED.
 DJ5191
 DJ5191                          STATION RECOVERY (2015)
 DJ5191
 DJ5191'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2015 (RJS)
 DJ5191'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 SZ0057 ***********************************************************************
 SZ0057  DESIGNATION -  MACGREGOR
 SZ0057  PID         -  SZ0057
 SZ0057  STATE/COUNTY-  ON/THUNDER BAY
 SZ0057  COUNTRY     -  CANADA
 SZ0057  NTS MAPSHEET-  ONION LAKE (2020)
 SZ0057
 SZ0057                         *CURRENT SURVEY CONTROL
 SZ0057  ______________________________________________________________________
 SZ0057* NAD 83(1996) POSITION- 48 34 18.03833(N) 089 03 56.11903(W)   ADJUSTED
 SZ0057* NAVD 88 ORTHO HEIGHT -   564.65  (+/-2cm)     1852.5   (feet) VERTCON
 SZ0057  ______________________________________________________________________
 SZ0057  GEOID HEIGHT    -        -36.392 (meters)                     EGM08
 SZ0057  HORZ ORDER      -  FIRST
 SZ0057  VERT ORDER      -  THIRD ? (See Below)
 SZ0057
 SZ0057.The positional and height information provided upon this datasheet are not
 SZ0057.officially recognized by the Government of Canada, provincial governments
 SZ0057.within Canada, nor are they intended to replace or substitute for them.
 SZ0057.The intent of sharing this data is to allow access to positions or heights
 SZ0057.recognized by the United States Government. Passive control that is used by
 SZ0057.both nations may share the same or similar designations or descriptions but
 SZ0057.do not share official positions or heights. The 'Station Description' may
 SZ0057.originate from a Canadian 'Station Report' and if so contains information
 SZ0057.licensed under the 'Open Government License - Canada'.
 SZ0057
 SZ0057.The horizontal coordinates were established by classical geodetic methods
 SZ0057.and adjusted by the National Geodetic Survey in March 1999.
 SZ0057
 SZ0057.The NAVD 88 height was computed by applying the VERTCON shift value to
 SZ0057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SZ0057
 SZ0057.Significant digits in the geoid height do not necessarily reflect accuracy.
 SZ0057
 SZ0057.The vertical order pertains to the NGVD 29 superseded value.
 SZ0057
 SZ0057.Click photographs - Photos may exist for this station.
 SZ0057
 SZ0057. The following values were computed from the NAD 83(1996) position.
 SZ0057
 SZ0057;                    North         East     Units Scale Factor Converg.
 SZ0057;UTM  16      - 5,381,902.707   347,630.460   MT  0.99988524   -1 32 56.6
 SZ0057
 SZ0057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SZ0057!UTM  16      -   0.99991722  x   0.99988524  =   0.99980247
 SZ0057
 SZ0057:                Primary Azimuth Mark                     Grid Az
 SZ0057:UTM  16      -  MCKAY                                    214 31 30.1
 SZ0057
 SZ0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16UCU4763081902(NAD 83)
 SZ0057
 SZ0057|---------------------------------------------------------------------|
 SZ0057| PID    Reference Object                     Distance      Geod. Az  |
 SZ0057|                                                           dddmmss.s |
 SZ0057| SZ0061 MCKAY                               APPROX.30.1 KM 2125833.5 |
 SZ0057|---------------------------------------------------------------------|
 SZ0057
 SZ0057                          SUPERSEDED SURVEY CONTROL
 SZ0057
 SZ0057  NAD 83(1986)-  48 34 18.02388(N)    089 03 56.09572(W) AD(       ) 1
 SZ0057  NAD 27      -  48 34 18.48800(N)    089 03 55.87800(W) AD(       ) 1
 SZ0057  NGVD 29             564.49   (m)         1852.0    (f) LEVELING    3  
 SZ0057
 SZ0057.Superseded values are not recommended for survey control.
 SZ0057
 SZ0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SZ0057.See file dsdata.pdf to determine how the superseded data were derived.
 SZ0057
 SZ0057_MARKER: DS = TRIANGULATION STATION DISK
 SZ0057_SETTING: 66 = SET IN ROCK OUTCROP
 SZ0057_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SZ0057+STABILITY: POSITION/ELEVATION WELL
 SZ0057
 SZ0057  HISTORY     - Date     Condition        Report By
 SZ0057  HISTORY     - 1912     MONUMENTED       GSC
 SZ0057  HISTORY     - 1972     GOOD             GSC
 SZ0057
 SZ0057                          STATION DESCRIPTION
 SZ0057
 SZ0057'DESCRIBED BY GEODETIC SURVEY OF CANADA 1912
 SZ0057'IN MACGREGOR TOWNSHIP, ABOUT 7 MILES NORTHWEST OF MACKENZIE
 SZ0057'STATION ON THE CANADIAN PACIFIC RAILWAY, ON A ROCK OUTCROP
 SZ0057'ON THE HIGHEST PART OF A HILL WITH SLIGHTLY WOODED SIDES.
 SZ0057'IT IS BEST REACHED BY FOLLOWING THE TRACK WESTWARD TO WHERE A
 SZ0057'WATER PIPE, COVERED BY A DUMP OF SAND 10 FEET HIGH, JOINS THE
 SZ0057'RIGHT OF WAY.  THENCE FOLLOWING THE PIPE 1-1/4 MILES TO A
 SZ0057'DAM, AND FROM A PLACE ON THE STREAM 100 METERS WEST OF THE
 SZ0057'DAM FOLLOWING A TRAIL, ABOUT 4-1/2 MILES LONG, TO THE STATION.
 SZ0057'
 SZ0057'STATION MARK--A COPPER BOLT STAMPED G.S.C. 1912, SET IN SOLID
 SZ0057'ROCK.  THREE REFERENCE BOLTS ARE SET AS FOLLOWS--NO. 1,
 SZ0057'N 00 DEG 29 MIN E, DISTANCE 18.64 METERS.  NO. 2, S 37 DEG 25 MIN E,
 SZ0057'DISTANCE 14.37 METERS.  NO. 3, S 00 DEG 29 MIN W,
 SZ0057'DISTANCE 11.31 METERS.
 SZ0057
 SZ0057                          STATION RECOVERY (1972)
 SZ0057
 SZ0057'RECOVERY NOTE BY GEODETIC SURVEY OF CANADA 1972 (UNK)
 SZ0057'THE MARK IS LOCATED ABOUT 187.1 KM (116.3 MI) EAST OF ATIKOKAN, 149.5
 SZ0057'KM (92.9 MI) WEST OF TERRACE BAY, 79.5 KM (49.4 MI) SOUTHWEST OF
 SZ0057'NIPIGON AND 19.7 KM (12.2 MI) NORTH-NORTHEAST OF THUNDER BAY.
 SZ0057'
 SZ0057'LOCATION IS ON THE HIGHEST HILL BETWEEN TEA LAKE AND PENASSEN LAKE
 SZ0057'(KNOWN LOCALLY AS MCGREGOR LAKE).  THERE WAS A HELICOPTER AREA IN 1972
 SZ0057'JUST WEST OF THE MONUMENT, ON THE EDGE OF A SHARP CLIFF.
 SZ0057'
 SZ0057'THE MARK IS BY A 2.5 CM (1 INCH) COPPER BOLT WITH A TRIANGULATION MARK
 SZ0057'SET IN A DRILL HOLE IN BEDROCK.  A SIGN POST IS ABOUT 1.2 M (3.9 FT)
 SZ0057'EAST OF THE STATION.  LINES TO STATIONS MCKAY AND BOWKER ARE VISIBLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 AB3884 ***********************************************************************
 AB3884  DESIGNATION -  MALLORY TOWN
 AB3884  PID         -  AB3884
 AB3884  STATE/COUNTY-  ON/LEEDS AND GRENVILLE
 AB3884  COUNTRY     -  CANADA
 AB3884  NTS MAPSHEET-  MALLORYTOWN (2020)
 AB3884
 AB3884                         *CURRENT SURVEY CONTROL
 AB3884  ______________________________________________________________________
 AB3884* NAD 83(2011) POSITION- 44 28 19.67103(N) 075 52 05.52400(W)   ADJUSTED
 AB3884* NAD 83(2011) ELLIP HT-    69.772 (meters)        (06/27/12)   ADJUSTED
 AB3884* NAD 83(2011) EPOCH   -  2010.00
 AB3884* NAVD 88 ORTHO HEIGHT -   103.0   (meters)      338.    (feet) GPS OBS
 AB3884  ______________________________________________________________________
 AB3884  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AB3884  GEOID HEIGHT    -        -33.166 (meters)                     GEOID99
 AB3884  GEOID HEIGHT    -        -33.808 (meters)                     EGM08
 AB3884  NAD 83(2011) X  -  1,113,077.110 (meters)                     COMP
 AB3884  NAD 83(2011) Y  - -4,420,959.729 (meters)                     COMP
 AB3884  NAD 83(2011) Z  -  4,445,727.698 (meters)                     COMP
 AB3884
 AB3884  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB3884  Standards:
 AB3884         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB3884            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB3884  -------------------------------------------------------------------
 AB3884  NETWORK    0.52   1.00           0.24   0.17   0.51      0.00172780
 AB3884  -------------------------------------------------------------------
 AB3884  Click here for local accuracies and other accuracy information.
 AB3884
 AB3884.The positional and height information provided upon this datasheet are not
 AB3884.officially recognized by the Government of Canada, provincial governments
 AB3884.within Canada, nor are they intended to replace or substitute for them.
 AB3884.The intent of sharing this data is to allow access to positions or heights
 AB3884.recognized by the United States Government. Passive control that is used by
 AB3884.both nations may share the same or similar designations or descriptions but
 AB3884.do not share official positions or heights. The 'Station Description' may
 AB3884.originate from a Canadian 'Station Report' and if so contains information
 AB3884.licensed under the 'Open Government License - Canada'.
 AB3884
 AB3884.The horizontal coordinates were established by GPS observations
 AB3884.and adjusted by the National Geodetic Survey in June 2012.
 AB3884
 AB3884.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB3884.been affixed to the stable North American tectonic plate. See 
 AB3884.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB3884
 AB3884.The horizontal coordinates are valid at the epoch date displayed above
 AB3884.which is a decimal equivalence of Year/Month/Day.
 AB3884
 AB3884.The orthometric height was determined by GPS observations and a
 AB3884.high-resolution geoid model.
 AB3884
 AB3884.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB3884
 AB3884.Click photographs - Photos may exist for this station.
 AB3884
 AB3884.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3884
 AB3884.The ellipsoidal height was determined by GPS observations
 AB3884.and is referenced to NAD 83.
 AB3884
 AB3884. The following values were computed from the NAD 83(2011) position.
 AB3884
 AB3884;                    North         East     Units Scale Factor Converg.
 AB3884;UTM  18      - 4,924,680.082   430,947.042   MT  0.99965864   -0 36 29.7
 AB3884
 AB3884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3884!UTM  18      -   0.99998906  x   0.99965864  =   0.99964770
 AB3884
 AB3884_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVQ3094724680(NAD 83)
 AB3884
 AB3884                          SUPERSEDED SURVEY CONTROL
 AB3884
 AB3884  NAD 83(2007)-  44 28 19.67133(N)    075 52 05.52478(W) AD(2002.00) 0
 AB3884  ELLIP H (02/10/07)   69.786  (m)                       GP(2002.00)    
 AB3884  ELLIP H (09/18/02)   69.772  (m)                       GP(       ) 4 2
 AB3884  NAD 83(1996)-  44 28 19.67167(N)    075 52 05.52593(W) AD(       ) B
 AB3884  ELLIP H (07/24/97)   69.769  (m)                       GP(       ) 1 1
 AB3884  NAD 83(1992)-  44 28 19.66988(N)    075 52 05.52450(W) AD(       ) B
 AB3884  ELLIP H (08/07/96)   69.682  (m)                       GP(       ) 1 1
 AB3884  NAD 83(1992)-  44 28 19.67051(N)    075 52 05.52542(W) AD(       ) B
 AB3884  ELLIP H (06/10/96)   69.729  (m)                       GP(       ) 1 1
 AB3884  NAVD 88 (06/10/96)  102.9    (m)  GEOID93  model used  GPS OBS        
 AB3884
 AB3884.Superseded values are not recommended for survey control.
 AB3884
 AB3884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3884.See file dsdata.pdf to determine how the superseded data were derived.
 AB3884
 AB3884_MARKER: DZ = AZIMUTH MARK DISK
 AB3884_SETTING: 0 = UNSPECIFIED SETTING
 AB3884_MARK LOGO: NONE
 AB3884_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3884_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB3884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3884+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2001
 AB3884
 AB3884  HISTORY     - Date     Condition        Report By
 AB3884  HISTORY     - 1994     MONUMENTED       GSC
 AB3884  HISTORY     - 20010808 GOOD             GSC
 AB3884
 AB3884                          STATION DESCRIPTION
 AB3884
 AB3884'DESCRIBED BY GEODETIC SURVEY OF CANADA 1994
 AB3884'NO DESCRIPTION SUBMITTED FOR THIS POINT.  TEXT CREATED BY ADDESC.
 AB3884
 AB3884                          STATION RECOVERY (2001)
 AB3884
 AB3884'RECOVERY NOTE BY GEODETIC SURVEY OF CANADA 2001
 AB3884'RECOVERED AS DESCRIBED.
 AB3884'
 AB3884'
 AB3884'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1247 ***********************************************************************
 RJ1247  DESIGNATION -  MAMAINSE
 RJ1247  PID         -  RJ1247
 RJ1247  STATE/COUNTY-  ON/ALGOMA
 RJ1247  COUNTRY     -  CANADA
 RJ1247  NTS MAPSHEET-  MAMAINSE POINT (2020)
 RJ1247
 RJ1247                         *CURRENT SURVEY CONTROL
 RJ1247  ______________________________________________________________________
 RJ1247* NAD 83(1986) POSITION- 47 01 35.91364(N) 084 36 28.34327(W)   ADJUSTED
 RJ1247* NAVD 88 ORTHO HEIGHT -   596.53  (+/-2cm)     1957.1   (feet) VERTCON
 RJ1247  ______________________________________________________________________
 RJ1247  GEOID HEIGHT    -        -36.898 (meters)                     EGM08
 RJ1247  HORZ ORDER      -  FIRST
 RJ1247  VERT ORDER      -  THIRD ? (See Below)
 RJ1247
 RJ1247.The positional and height information provided upon this datasheet are not
 RJ1247.officially recognized by the Government of Canada, provincial governments
 RJ1247.within Canada, nor are they intended to replace or substitute for them.
 RJ1247.The intent of sharing this data is to allow access to positions or heights
 RJ1247.recognized by the United States Government. Passive control that is used by
 RJ1247.both nations may share the same or similar designations or descriptions but
 RJ1247.do not share official positions or heights. The 'Station Description' may
 RJ1247.originate from a Canadian 'Station Report' and if so contains information
 RJ1247.licensed under the 'Open Government License - Canada'.
 RJ1247
 RJ1247.The horizontal coordinates were established by classical geodetic methods
 RJ1247.and adjusted by the National Geodetic Survey in July 1986.
 RJ1247
 RJ1247.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1247
 RJ1247.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1247
 RJ1247.The vertical order pertains to the NGVD 29 superseded value.
 RJ1247
 RJ1247.Click photographs - Photos may exist for this station.
 RJ1247
 RJ1247. The following values were computed from the NAD 83(1986) position.
 RJ1247
 RJ1247;                    North         East     Units Scale Factor Converg.
 RJ1247;UTM  16      - 5,210,901.904   681,768.729   MT  1.00000609   +1 45 02.6
 RJ1247
 RJ1247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1247!UTM  16      -   0.99991229  x   1.00000609  =   0.99991838
 RJ1247
 RJ1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFT8176810901(NAD 83)
 RJ1247
 RJ1247                          SUPERSEDED SURVEY CONTROL
 RJ1247
 RJ1247  NAD 27      -  47 01 35.86198(N)    084 36 28.20788(W) AD(       ) 1
 RJ1247  USSD        -  47 01 36.53500(N)    084 36 27.45300(W) AD(       ) 3
 RJ1247  NGVD 29 (07/19/86)  596.49   (m)         1957.0    (f) LEVELING    3  
 RJ1247
 RJ1247.Superseded values are not recommended for survey control.
 RJ1247
 RJ1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1247.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1247
 RJ1247_MARKER: H = DRILL HOLE
 RJ1247_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RJ1247_SP_SET: PIER
 RJ1247_STAMPING: U.S.
 RJ1247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ1247
 RJ1247  HISTORY     - Date     Condition        Report By
 RJ1247  HISTORY     - 1869     MONUMENTED       USLS
 RJ1247  HISTORY     - 1895     SEE DESCRIPTION  CGS
 RJ1247  HISTORY     - 1946     GOOD             CADNR
 RJ1247
 RJ1247                          STATION DESCRIPTION
 RJ1247
 RJ1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1895
 RJ1247'ABOUT 8 MILES NORTH OF BATCHAWANA BAY, ABOUT 8 MILES EAST OF
 RJ1247'MAMAINSE POINT, ON HIGHEST PEAK IN VICINITY, IN WEST PART OF
 RJ1247'SECTION 18, PALMER TOWNSHIP.  MARKED BY A 1/2-INCH DRILL HOLE
 RJ1247'BETWEEN LETTERS U.S. IN FIELD STONE ABOUT 2 FEET LONG, SET ON
 RJ1247'SOLID ROCK, WITH TOP 6 INCHES BELOW SURFACE OF GROUND.  REFERENCE
 RJ1247'MARKS ARE AT FOLLOWING DISTANCES AND BEARINGS FROM STATION--STONE
 RJ1247'POST, 68.44 FEET, S 74 DEG 19 MIN E, CROSS AND U.S. CUT ON ROCK,
 RJ1247'22.68 FEET JUST LEFT OF LINE POST, AND CROSS AND U.S. CUT ON ROCK
 RJ1247'43.84 FEET, NEARLY SOUTH.
 RJ1247
 RJ1247                          STATION RECOVERY (1946)
 RJ1247
 RJ1247'RECOVERY NOTE BY CANADIAN DEPT NAT RES 1946 (UNK)
 RJ1247'THE MARK IS LOCATED ABOUT 129.0 KM (80.2 MI) SOUTHWEST OF CHAPLEAU,
 RJ1247'118.1 KM (73.4 MI) NORTHWEST OF THESSALON, 114.1 KM (70.9 MI) SOUTH OF
 RJ1247'WAWA AND 55.4 KM (34.4 MI) NORTH-NORTHWEST OF SAULT SAINT MARIE.
 RJ1247'
 RJ1247'ON THE SUMMIT OF A HIGH SCRUB AND ALDER-COVERED HILL.  A BLAZED TRAIL
 RJ1247'IN 1946 LEADS TO STATION ON TOP OF MAMAINSE HILL WHERE STATION IS
 RJ1247'LOCATION.
 RJ1247'
 RJ1247'MARKED BY A BRIDGE TABLET IN CONCRETE PIER AND STAMPED U.S.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TB1119 ***********************************************************************
 TB1119  DESIGNATION -  MANITOU
 TB1119  PID         -  TB1119
 TB1119  STATE/COUNTY-  ON/RAINY RIVER
 TB1119  COUNTRY     -  CANADA
 TB1119  NTS MAPSHEET-  SEINE BAY (2020)
 TB1119
 TB1119                         *CURRENT SURVEY CONTROL
 TB1119  ______________________________________________________________________
 TB1119* NAD 83(1996) POSITION- 48 34 38.76085(N) 092 48 58.54186(W)   ADJUSTED
 TB1119* NAVD 88 ORTHO HEIGHT -   338.    (meters)     1109.    (feet) SCALED
 TB1119  ______________________________________________________________________
 TB1119  GEOID HEIGHT    -        -31.646 (meters)                     EGM08
 TB1119  HORZ ORDER      -  FIRST
 TB1119
 TB1119.The positional and height information provided upon this datasheet are not
 TB1119.officially recognized by the Government of Canada, provincial governments
 TB1119.within Canada, nor are they intended to replace or substitute for them.
 TB1119.The intent of sharing this data is to allow access to positions or heights
 TB1119.recognized by the United States Government. Passive control that is used by
 TB1119.both nations may share the same or similar designations or descriptions but
 TB1119.do not share official positions or heights. The 'Station Description' may
 TB1119.originate from a Canadian 'Station Report' and if so contains information
 TB1119.licensed under the 'Open Government License - Canada'.
 TB1119
 TB1119.The horizontal coordinates were established by classical geodetic methods
 TB1119.and adjusted by the National Geodetic Survey in March 1999.
 TB1119
 TB1119.The orthometric height was scaled from a topographic map.
 TB1119
 TB1119.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB1119
 TB1119.Click photographs - Photos may exist for this station.
 TB1119
 TB1119. The following values were computed from the NAD 83(1996) position.
 TB1119
 TB1119;                    North         East     Units Scale Factor Converg.
 TB1119;UTM  15      - 5,380,499.101   513,552.406   MT  0.99960226   +0 08 16.0
 TB1119
 TB1119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TB1119!UTM  15      -   0.99995194  x   0.99960226  =   0.99955422
 TB1119
 TB1119:                Primary Azimuth Mark                     Grid Az
 TB1119:UTM  15      -  MANITOU AZ MK                            353 36 23.1
 TB1119
 TB1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UWP1355280499(NAD 83)
 TB1119
 TB1119|---------------------------------------------------------------------|
 TB1119| PID    Reference Object                     Distance      Geod. Az  |
 TB1119|                                                           dddmmss.s |
 TB1119| TB1125 BOUNDARY REF MON 294=R L 68          11.930 METERS 19642     |
 TB1119| CJ2671 BOUNDARY REF MON 294 CD US                         19643     |
 TB1119| CJ3267 MANITOU RM 2                         14.774 METERS 29858     |
 TB1119| CJ3265 MANITOU AZ MK                                      3534439.1 |
 TB1119|---------------------------------------------------------------------|
 TB1119
 TB1119                          SUPERSEDED SURVEY CONTROL
 TB1119
 TB1119  NAD 83(1986)-  48 34 38.75416(N)    092 48 58.56882(W) AD(       ) 1
 TB1119  NAD 27      -  48 34 39.10166(N)    092 48 58.07477(W) AD(       ) 1
 TB1119  USSD        -  48 34 39.51800(N)    092 48 57.74100(W) AD(       ) 3
 TB1119
 TB1119.Superseded values are not recommended for survey control.
 TB1119
 TB1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB1119.See file dsdata.pdf to determine how the superseded data were derived.
 TB1119
 TB1119
 TB1119  HISTORY     - Date     Condition        Report By
 TB1119  HISTORY     - 1923     MONUMENTED       CGS
 TB1119  HISTORY     - 1925     GOOD             CGS
 TB1119  HISTORY     - 1967     GOOD             CGS
 TB1119
 TB1119                          STATION DESCRIPTION
 TB1119
 TB1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 TB1119'ON RAINY LAKE, ABOUT 26 MILES EAST OF RANIER, MINN., ABOUT 5
 TB1119'MILES EAST OF BRULE NARROWS, AND ON HIGHEST POINT OF LARGE
 TB1119'ROCK 100 METERS (328 FEET) SOUTH OF ANCHOR ISLANDS.  MARKED BY
 TB1119'STANDARD STATION DISK IN ROCK.  REFERENCE MONUMENT
 TB1119'294 (I. B. C.), MARKED BY STANDARD 8-INCH BRONZE POST OF
 TB1119'INTERNATIONAL BOUNDARY COMMISSION IN SOLID ROCK, IS 11.89
 TB1119'METERS (39.0 FEET) FROM STATION.
 TB1119
 TB1119                          STATION RECOVERY (1967)
 TB1119
 TB1119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LMC)
 TB1119'THE STATION AND REFERENCE MARK WERE RECOVERED AND FOUND IN GOOD
 TB1119'CONDITION.  REFERENCE MARK 2 AND AN AZIMUTH MARK WAS ESTABLISHED
 TB1119'AT THIS TIME.
 TB1119'
 TB1119'A COMPLETE NEW DESCRIPTION FOLLOWS--
 TB1119'
 TB1119'THE STATION IS LOCATED ON THE HIGHEST POINT OF A LARGE BARE
 TB1119'ROCK IN RAINY LAKE, ABOUT 26 MILES EAST OF RANIER, MINNESOTA,
 TB1119'U.S.A., 5 MILES EAST-SOUTHEAST OF BURLE NARROWS, 2 MILES
 TB1119'NORTH-NORTHEAST OF CAPE RUDOLPH AND 0.3 MILE SOUTH OF ANCHOR
 TB1119'ISLANDS.
 TB1119'
 TB1119'STATION MARK, IS A TRAVERSE STATION DISK STAMPED MANITOU 1923,
 TB1119'CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 19 FEET WEST OF THE
 TB1119'EAST EDGE OF THE WATER LINE, 62 FEET SOUTH OF THE NORTH EDGE
 TB1119'OF THE WATER LINE AND 77 FEET EAST OF THE WEST EDGE OF THE
 TB1119'WATER.
 TB1119'
 TB1119'R.M., IS A 2 X 2 INCH METAL POST SET IN A DRILL HOLE IN
 TB1119'OUTCROPPING BEDROCK, PROJECTING 6 INCHES ABOVE THE SURFACE AND
 TB1119'IS STAMPED INT. BDRY REF. MARK CANADA 294.  IT IS 8 FEET
 TB1119'WEST OF THE EAST EDGE OF THE WATER LINE, 68 FEET EAST OF THE WEST
 TB1119'EDGE OF THE WATER AND 80 FEET NORTH OF THE SOUTH EDGE OF THE
 TB1119'WATER.
 TB1119'
 TB1119'R.M. 2, A STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE
 TB1119'IN BEDROCK, STAMPED MANITOU NO 2 1923 1967 AND IS FLUSH WITH
 TB1119'THE SURFACE OF THE ROCK.  IT IS 1 FOOT EAST OF A 6 FOOT CLIFF,
 TB1119'3 FEET SOUTH OF A SMALL ROCK CAIRN, 28 FEET EAST OF THE WEST EDGE
 TB1119'OF THE ISLAND AND 70 FEET SOUTH OF THE NORTH EDGE OF THE
 TB1119'ISLAND.
 TB1119'
 TB1119'AZ MK, A STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK,
 TB1119'FLUSH WITH THE SURFACE OF THE ROCK AND IS STAMPED MANITOU
 TB1119'1923 1967.  IT IS 4.5 FEET SOUTHWEST OF A ROCK CAIRN, 28 FEET
 TB1119'NORTH OF THE SOUTH EDGE OF THE ISLAND, 58 FEET EAST OF THE WEST
 TB1119'EDGE OF THE ISLAND AND 37 FEET SOUTHWEST OF A 14 INCH PINE
 TB1119'TREE.
 TB1119'
 TB1119'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH BY BOAT
 TB1119'FOR ABOUT 0.3 MILE TO THE LARGEST ONE OF 3 SMALL ISLANDS AND
 TB1119'THE MARK AS DESCRIBED.
 TB1119'
 TB1119'NOTE--STATION CAN BE REACHED BY SEA PLANE OR BOAT.
 TB1119'
 TB1119'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 QJ0210 ***********************************************************************
 QJ0210  DESIGNATION -  MANITOU
 QJ0210  PID         -  QJ0210
 QJ0210  STATE/COUNTY-  ON/MANITOULIN
 QJ0210  COUNTRY     -  CANADA
 QJ0210  NTS MAPSHEET-  MELDRUM BAY (2020)
 QJ0210
 QJ0210                         *CURRENT SURVEY CONTROL
 QJ0210  ______________________________________________________________________
 QJ0210* NAD 83(1986) POSITION- 45 56 07.68308(N) 083 28 12.22060(W)   ADJUSTED
 QJ0210* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 QJ0210  ______________________________________________________________________
 QJ0210  GEOID HEIGHT    -        -37.702 (meters)                     EGM08
 QJ0210  HORZ ORDER      -  THIRD
 QJ0210
 QJ0210.The positional and height information provided upon this datasheet are not
 QJ0210.officially recognized by the Government of Canada, provincial governments
 QJ0210.within Canada, nor are they intended to replace or substitute for them.
 QJ0210.The intent of sharing this data is to allow access to positions or heights
 QJ0210.recognized by the United States Government. Passive control that is used by
 QJ0210.both nations may share the same or similar designations or descriptions but
 QJ0210.do not share official positions or heights. The 'Station Description' may
 QJ0210.originate from a Canadian 'Station Report' and if so contains information
 QJ0210.licensed under the 'Open Government License - Canada'.
 QJ0210
 QJ0210.The horizontal coordinates were established by classical geodetic methods
 QJ0210.and adjusted by the National Geodetic Survey in July 1986.
 QJ0210
 QJ0210.The orthometric height was scaled from a topographic map.
 QJ0210
 QJ0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0210
 QJ0210.Click photographs - Photos may exist for this station.
 QJ0210
 QJ0210. The following values were computed from the NAD 83(1986) position.
 QJ0210
 QJ0210;                    North         East     Units Scale Factor Converg.
 QJ0210;UTM  17      - 5,089,844.271   308,517.072   MT  1.00005077   -1 46 31.5
 QJ0210
 QJ0210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0210!UTM  17      -   0.99997832  x   1.00005077  =   1.00002909
 QJ0210
 QJ0210:                Primary Azimuth Mark                     Grid Az
 QJ0210:UTM  17      -  KIT                                      220 44 55.8
 QJ0210
 QJ0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL0851789844(NAD 83)
 QJ0210
 QJ0210|---------------------------------------------------------------------|
 QJ0210| PID    Reference Object                     Distance      Geod. Az  |
 QJ0210|                                                           dddmmss.s |
 QJ0210| CH1371 MANITOU RM 1                         20.961 METERS 08926     |
 QJ0210| CH1372 MANITOU RM 2                         19.635 METERS 12434     |
 QJ0210| CH1373 MANITOU RM 3                         35.783 METERS 20457     |
 QJ0210| QJ0319 KIT                                 APPROX. 4.0 KM 2185824.3 |
 QJ0210|---------------------------------------------------------------------|
 QJ0210
 QJ0210                          SUPERSEDED SURVEY CONTROL
 QJ0210
 QJ0210  NAD 27      -  45 56 07.60700(N)    083 28 12.24800(W) AD(       ) 3
 QJ0210
 QJ0210.Superseded values are not recommended for survey control.
 QJ0210
 QJ0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0210.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0210
 QJ0210_MARKER: DH = HORIZONTAL CONTROL DISK
 QJ0210_SETTING: 66 = SET IN ROCK OUTCROP
 QJ0210
 QJ0210  HISTORY     - Date     Condition        Report By
 QJ0210  HISTORY     - 1944     MONUMENTED       IBC
 QJ0210
 QJ0210                          STATION DESCRIPTION
 QJ0210
 QJ0210'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 QJ0210'THIS STATION IS ON THE ROUNDING POINT OF COCKBURN ISLAND SOUTH OF
 QJ0210'THE BAY IN WHICH THE INDIAN VILLAGE IS LOCATED AND NEAR THE CENTER
 QJ0210'OF THE FALSE DETOUR PASSAGE.  IT IS ON A SOLID OUTCROPPING LEDGE OF
 QJ0210'LIMESTONE RISING 2 FEET ABOVE THE WATER AND IS 6 FEET BACK FROM EDGE
 QJ0210'OF THE LEDGE.  A LOWER LEDGE ABOUT 6 FEET WIDE IS JUST AWASH.
 QJ0210'
 QJ0210'STATION MARK IS A STANDARD BRONZE I B C DISK SET IN THE SOLID
 QJ0210'LIMESTONE LEDGE AND COUNTERSUNK TO PROTECT IT FROM EROSION.
 QJ0210'
 QJ0210'REFERENCE MARKS ARE 3/4-INCH DRILL HOLES 1/2 INCH DEEP IN SOLID ROCK.
 QJ0210'REFERENCE MARK 1 IS E OF AND 50 FEET UPSTREAM FROM THE STATION AND
 QJ0210'45 FEET FROM THE WATER IN A SLOPING ROCK 4 BY 4 FEET BY 2 FEET HIGH.
 QJ0210'IT IS 15 FEET OUTSIDE THE MAIN WOODS.
 QJ0210'
 QJ0210'REFERENCE MARK 2 IS SE OF AND DIRECTLY INSHORE FROM THE STATION,
 QJ0210'AT THE EDGE OF THE WOODS, AND IN A ROCK 5 BY 3 FEET BY 3 FEET HIGH.
 QJ0210'
 QJ0210'REFERENCE MARK 3 IS S OF AND ABOUT 125 FEET DOWNSTREAM FROM STATION,
 QJ0210'IN AN OPEN PLACE 25 FEET FROM THE WATER, AND IN A ROCK 7 BY 6 FEET
 QJ0210'BY 6 FEET HIGH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DN3590 ***********************************************************************
 DN3590  DESIGNATION -  MANN
 DN3590  PID         -  DN3590
 DN3590  STATE/COUNTY-  ON/RAINY RIVER
 DN3590  COUNTRY     -  CANADA
 DN3590  NTS MAPSHEET-  RAINY RIVER (2020)
 DN3590
 DN3590                         *CURRENT SURVEY CONTROL
 DN3590  ______________________________________________________________________
 DN3590* NAD 83(2011) POSITION- 48 43 12.53790(N) 094 35 14.15031(W)   ADJUSTED
 DN3590* NAD 83(2011) ELLIP HT-   298.855 (meters)        (06/27/12)   ADJUSTED
 DN3590* NAD 83(2011) EPOCH   -  2010.00
 DN3590* NAVD 88 ORTHO HEIGHT -   327.929 (meters)     1075.88  (feet) ADJUSTED
 DN3590  ______________________________________________________________________
 DN3590  GEOID HEIGHT    -        -29.009 (meters)                     EGM08
 DN3590  NAD 83(2011) X  -   -337,190.096 (meters)                     COMP
 DN3590  NAD 83(2011) Y  - -4,202,564.314 (meters)                     COMP
 DN3590  NAD 83(2011) Z  -  4,770,308.614 (meters)                     COMP
 DN3590  DYNAMIC HEIGHT  -        328.016 (meters)     1076.17  (feet) COMP
 DN3590  MODELED GRAVITY -    980,864.7   (mgal)                       NAVD 88
 DN3590
 DN3590  VERT ORDER      -  SECOND    CLASS I
 DN3590
 DN3590  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN3590  Standards:
 DN3590         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN3590            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN3590  -------------------------------------------------------------------
 DN3590  NETWORK    0.30   0.41           0.14   0.09   0.21     -0.08609088
 DN3590  -------------------------------------------------------------------
 DN3590  Click here for local accuracies and other accuracy information.
 DN3590
 DN3590.The positional and height information provided upon this datasheet are not
 DN3590.officially recognized by the Government of Canada, provincial governments
 DN3590.within Canada, nor are they intended to replace or substitute for them.
 DN3590.The intent of sharing this data is to allow access to positions or heights
 DN3590.recognized by the United States Government. Passive control that is used by
 DN3590.both nations may share the same or similar designations or descriptions but
 DN3590.do not share official positions or heights. The 'Station Description' may
 DN3590.originate from a Canadian 'Station Report' and if so contains information
 DN3590.licensed under the 'Open Government License - Canada'.
 DN3590
 DN3590.The horizontal coordinates were established by GPS observations
 DN3590.and adjusted by the National Geodetic Survey in June 2012.
 DN3590
 DN3590.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN3590.been affixed to the stable North American tectonic plate. See 
 DN3590.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN3590
 DN3590.The horizontal coordinates are valid at the epoch date displayed above
 DN3590.which is a decimal equivalence of Year/Month/Day.
 DN3590
 DN3590.The orthometric height was determined by differential leveling and
 DN3590.adjusted by the NATIONAL GEODETIC SURVEY
 DN3590.in February 2013.
 DN3590
 DN3590.No vertical observational check was made to the station.
 DN3590
 DN3590.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3590
 DN3590.Click photographs - Photos may exist for this station.
 DN3590
 DN3590.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN3590
 DN3590.The ellipsoidal height was determined by GPS observations
 DN3590.and is referenced to NAD 83.
 DN3590
 DN3590.The dynamic height is computed by dividing the NAVD 88
 DN3590.geopotential number by the normal gravity value computed on the
 DN3590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3590.degrees latitude (g = 980.6199 gals.).
 DN3590
 DN3590.The modeled gravity was interpolated from observed gravity values.
 DN3590
 DN3590. The following values were computed from the NAD 83(2011) position.
 DN3590
 DN3590;                    North         East     Units Scale Factor Converg.
 DN3590;UTM  15      - 5,397,562.249   383,256.390   MT  0.99976744   -1 11 34.6
 DN3590
 DN3590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN3590!UTM  15      -   0.99995317  x   0.99976744  =   0.99972062
 DN3590
 DN3590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8325697562(NAD 83)
 DN3590
 DN3590|---------------------------------------------------------------------|
 DN3590| PID    Reference Object                     Distance      Geod. Az  |
 DN3590|                                                           dddmmss.s |
 DN3590| DN3591 SHOEMAKER                           251.892 METERS 04559     |
 DN3590|---------------------------------------------------------------------|
 DN3590
 DN3590                          SUPERSEDED SURVEY CONTROL
 DN3590
 DN3590  NAD 83(2007)-  48 43 12.53805(N)    094 35 14.15115(W) AD(2002.00) 1
 DN3590  ELLIP H (09/15/11)  298.877  (m)                       GP(2002.00) 1 2
 DN3590  NAVD 88             327.93   (m)         1075.9    (f) LEVELING    3  
 DN3590
 DN3590.Superseded values are not recommended for survey control.
 DN3590
 DN3590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN3590.See file dsdata.pdf to determine how the superseded data were derived.
 DN3590
 DN3590_MARKER: F = FLANGE-ENCASED ROD
 DN3590_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN3590_STAMPING: MANN 2011
 DN3590_MARK LOGO: MNDT
 DN3590_PROJECTION: FLUSH
 DN3590_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN3590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3590+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2011
 DN3590_ROD/PIPE-DEPTH: 7.6 meters
 DN3590
 DN3590  HISTORY     - Date     Condition        Report By
 DN3590  HISTORY     - 20110201 MONUMENTED       MNDT
 DN3590
 DN3590                          STATION DESCRIPTION
 DN3590
 DN3590'DESCRIBED BY MN DEPT OF TRANSP 2011
 DN3590'0.65 MILE NORTHEAST OF BAUDETTE, 0.05 MILE NORTHEAST ALONG CANADA
 DN3590'HIGHWAY 11 FROM JUNCTION OF CANADA HIGHWAY 11 AND INTERNATIONAL BRIDGE
 DN3590'OVER RAINY RIVER, 80.3 FEET SOUTHEAST OF CANADA HIGHWAY 11, 63.4 FEET
 DN3590'WEST OF FIRST LIGHT POLE IN A ROW OF FIVE NORTHEAST OF BRIDGE, 9.7
 DN3590'FEET WEST OF END OF GUARD RAIL, 95.5 FEET SOUTHEAST OF LIGHT POLE,
 DN3590'93.2 FEET SOUTHEAST OF FLAG POLE, 97.0 FEET SOUTHEAST OF STATION U
 DN3590'121, 10.7 FEET WEST-SOUTHWEST OF WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC1411 ***********************************************************************
 TC1411  DESIGNATION -  MASS
 TC1411  PID         -  TC1411
 TC1411  STATE/COUNTY-  ON/RAINY RIVER
 TC1411  COUNTRY     -  CANADA
 TC1411  NTS MAPSHEET-  FALCON ISLAND (2020)
 TC1411
 TC1411                         *CURRENT SURVEY CONTROL
 TC1411  ______________________________________________________________________
 TC1411* NAD 83(1996) POSITION- 49 16 32.69898(N) 094 46 07.83884(W)   ADJUSTED
 TC1411* NAVD 88 ORTHO HEIGHT -   355.    (meters)     1165.    (feet) SCALED
 TC1411  ______________________________________________________________________
 TC1411  GEOID HEIGHT    -        -29.833 (meters)                     EGM08
 TC1411  HORZ ORDER      -  THIRD
 TC1411
 TC1411.The positional and height information provided upon this datasheet are not
 TC1411.officially recognized by the Government of Canada, provincial governments
 TC1411.within Canada, nor are they intended to replace or substitute for them.
 TC1411.The intent of sharing this data is to allow access to positions or heights
 TC1411.recognized by the United States Government. Passive control that is used by
 TC1411.both nations may share the same or similar designations or descriptions but
 TC1411.do not share official positions or heights. The 'Station Description' may
 TC1411.originate from a Canadian 'Station Report' and if so contains information
 TC1411.licensed under the 'Open Government License - Canada'.
 TC1411
 TC1411.The horizontal coordinates were established by classical geodetic methods
 TC1411.and adjusted by the National Geodetic Survey in March 1999.
 TC1411
 TC1411.The orthometric height was scaled from a topographic map.
 TC1411
 TC1411.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1411
 TC1411.Click photographs - Photos may exist for this station.
 TC1411
 TC1411. The following values were computed from the NAD 83(1996) position.
 TC1411
 TC1411;                    North         East     Units Scale Factor Converg.
 TC1411;UTM  15      - 5,459,615.626   371,341.019   MT  0.99980334   -1 20 26.6
 TC1411
 TC1411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1411!UTM  15      -   0.99994898  x   0.99980334  =   0.99975233
 TC1411
 TC1411:                Primary Azimuth Mark                     Grid Az
 TC1411:UTM  15      -  DAWSON                                   289 17 03.5
 TC1411
 TC1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ7134159615(NAD 83)
 TC1411
 TC1411|---------------------------------------------------------------------|
 TC1411| PID    Reference Object                     Distance      Geod. Az  |
 TC1411|                                                           dddmmss.s |
 TC1411| TC1412 DAWSON                              APPROX. 9.0 KM 2875636.9 |
 TC1411|---------------------------------------------------------------------|
 TC1411
 TC1411                          SUPERSEDED SURVEY CONTROL
 TC1411
 TC1411  NAD 83(1986)-  49 16 32.66620(N)    094 46 07.78219(W) AD(       ) 3
 TC1411
 TC1411.Superseded values are not recommended for survey control.
 TC1411
 TC1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1411.See file dsdata.pdf to determine how the superseded data were derived.
 TC1411
 TC1411_MARKER: H = DRILL HOLE
 TC1411_SETTING: 80 = SET IN A BOULDER
 TC1411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1411+STABILITY: SURFACE MOTION
 TC1411
 TC1411  HISTORY     - Date     Condition        Report By
 TC1411  HISTORY     - 1912     MONUMENTED       IBC
 TC1411
 TC1411                          STATION DESCRIPTION
 TC1411
 TC1411'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912 (JH)
 TC1411'ON THE HIGHEST PART OF MASSACRE ISLAND, IN LAKE OF THE WOODS, ABOUT
 TC1411'36 MILES NORTHEAST OF WARROAD, MINN, AND 36 MILES SOUTHWEST OF KENORA,
 TC1411'ONTARIO.
 TC1411'
 TC1411'STATION MARK--DRILL HOLE IN ROCK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0953 ***********************************************************************
 TC0953  DESIGNATION -  MCCUTCHEON
 TC0953  PID         -  TC0953
 TC0953  STATE/COUNTY-  ON/RAINY RIVER
 TC0953  COUNTRY     -  CANADA
 TC0953  NTS MAPSHEET-  PINEWOOD (2020)
 TC0953
 TC0953                         *CURRENT SURVEY CONTROL
 TC0953  ______________________________________________________________________
 TC0953* NAD 83(1996) POSITION- 48 42 39.76646(N) 094 25 11.81787(W)   ADJUSTED
 TC0953* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 TC0953  ______________________________________________________________________
 TC0953  GEOID HEIGHT    -        -29.171 (meters)                     EGM08
 TC0953  HORZ ORDER      -  THIRD
 TC0953
 TC0953.The positional and height information provided upon this datasheet are not
 TC0953.officially recognized by the Government of Canada, provincial governments
 TC0953.within Canada, nor are they intended to replace or substitute for them.
 TC0953.The intent of sharing this data is to allow access to positions or heights
 TC0953.recognized by the United States Government. Passive control that is used by
 TC0953.both nations may share the same or similar designations or descriptions but
 TC0953.do not share official positions or heights. The 'Station Description' may
 TC0953.originate from a Canadian 'Station Report' and if so contains information
 TC0953.licensed under the 'Open Government License - Canada'.
 TC0953
 TC0953.The horizontal coordinates were established by classical geodetic methods
 TC0953.and adjusted by the National Geodetic Survey in March 1999.
 TC0953
 TC0953.The orthometric height was scaled from a topographic map.
 TC0953
 TC0953.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0953
 TC0953.Click photographs - Photos may exist for this station.
 TC0953
 TC0953. The following values were computed from the NAD 83(1996) position.
 TC0953
 TC0953;                    North         East     Units Scale Factor Converg.
 TC0953;UTM  15      - 5,396,307.640   395,543.222   MT  0.99973405   -1 04 01.3
 TC0953
 TC0953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0953!UTM  15      -   0.99995343  x   0.99973405  =   0.99968749
 TC0953
 TC0953:                Primary Azimuth Mark                     Grid Az
 TC0953:UTM  15      -  KEARNEY                                  078 25 56.2
 TC0953
 TC0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP9554396307(NAD 83)
 TC0953
 TC0953|---------------------------------------------------------------------|
 TC0953| PID    Reference Object                     Distance      Geod. Az  |
 TC0953|                                                           dddmmss.s |
 TC0953| TC0932 KEARNEY                             APPROX. 0.5 KM 0772154.9 |
 TC0953| TC0958 MILNE                               238.127 METERS 14833     |
 TC0953|---------------------------------------------------------------------|
 TC0953
 TC0953                          SUPERSEDED SURVEY CONTROL
 TC0953
 TC0953  NAD 83(1986)-  48 42 39.74748(N)    094 25 11.80864(W) AD(       ) 3
 TC0953
 TC0953.Superseded values are not recommended for survey control.
 TC0953
 TC0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0953.See file dsdata.pdf to determine how the superseded data were derived.
 TC0953
 TC0953_MARKER: DD = SURVEY DISK
 TC0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0953+STABILITY: SURFACE MOTION
 TC0953
 TC0953  HISTORY     - Date     Condition        Report By
 TC0953  HISTORY     - 1914     MONUMENTED       IBC
 TC0953  HISTORY     - 1947     GOOD             IBC
 TC0953
 TC0953                          STATION DESCRIPTION
 TC0953
 TC0953'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC0953'ON THE NORTH BANK OF RAINY RIVER ABOUT 1-1/2 MILES NORTHEAST OF
 TC0953'CLEMENTSON, MINN.  THE STATION IS ON TOP OF THE BANK ABOUT 9 METERS
 TC0953'ABOVE AND 15 METERS BACK FROM THE RIVERS EDGE.  IT IS ABOUT 4 METERS
 TC0953'EAST OF AN OLD FENCE AND ABOUT 35 METERS EAST OF MCCUTCHEONS HOUSE.
 TC0953'
 TC0953'STATION MARK--A BRONZE DISK SET IN CONCRETE.
 TC0953
 TC0953                          STATION RECOVERY (1947)
 TC0953
 TC0953'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1947 (NWS)
 TC0953'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0954 ***********************************************************************
 TC0954  DESIGNATION -  MCGEE
 TC0954  PID         -  TC0954
 TC0954  STATE/COUNTY-  ON/RAINY RIVER
 TC0954  COUNTRY     -  CANADA
 TC0954  NTS MAPSHEET-  PINEWOOD (2020)
 TC0954
 TC0954                         *CURRENT SURVEY CONTROL
 TC0954  ______________________________________________________________________
 TC0954* NAD 83(1996) POSITION- 48 42 17.38912(N) 094 20 35.69141(W)   ADJUSTED
 TC0954* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 TC0954  ______________________________________________________________________
 TC0954  GEOID HEIGHT    -        -29.285 (meters)                     EGM08
 TC0954  HORZ ORDER      -  THIRD
 TC0954
 TC0954.The positional and height information provided upon this datasheet are not
 TC0954.officially recognized by the Government of Canada, provincial governments
 TC0954.within Canada, nor are they intended to replace or substitute for them.
 TC0954.The intent of sharing this data is to allow access to positions or heights
 TC0954.recognized by the United States Government. Passive control that is used by
 TC0954.both nations may share the same or similar designations or descriptions but
 TC0954.do not share official positions or heights. The 'Station Description' may
 TC0954.originate from a Canadian 'Station Report' and if so contains information
 TC0954.licensed under the 'Open Government License - Canada'.
 TC0954
 TC0954.The horizontal coordinates were established by classical geodetic methods
 TC0954.and adjusted by the National Geodetic Survey in March 1999.
 TC0954
 TC0954.The orthometric height was scaled from a topographic map.
 TC0954
 TC0954.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0954
 TC0954.Click photographs - Photos may exist for this station.
 TC0954
 TC0954. The following values were computed from the NAD 83(1996) position.
 TC0954
 TC0954;                    North         East     Units Scale Factor Converg.
 TC0954;UTM  15      - 5,395,514.453   401,173.383   MT  0.99971999   -1 00 33.4
 TC0954
 TC0954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0954!UTM  15      -   0.99995344  x   0.99971999  =   0.99967345
 TC0954
 TC0954:                Primary Azimuth Mark                     Grid Az
 TC0954:UTM  15      -  CENTRAL                                  118 55 08.8
 TC0954
 TC0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP0117395514(NAD 83)
 TC0954
 TC0954|---------------------------------------------------------------------|
 TC0954| PID    Reference Object                     Distance      Geod. Az  |
 TC0954|                                                           dddmmss.s |
 TC0954| TC0869 CENTRAL                             APPROX. 0.6 KM 1175435.4 |
 TC0954| TC1019 REF MON 114                         338.120 METERS 17741     |
 TC0954|---------------------------------------------------------------------|
 TC0954
 TC0954                          SUPERSEDED SURVEY CONTROL
 TC0954
 TC0954  NAD 83(1986)-  48 42 17.37095(N)    094 20 35.68196(W) AD(       ) 3
 TC0954
 TC0954.Superseded values are not recommended for survey control.
 TC0954
 TC0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0954.See file dsdata.pdf to determine how the superseded data were derived.
 TC0954
 TC0954_MARKER: X = CHISELED CROSS
 TC0954_SETTING: 80 = SET IN A BOULDER
 TC0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0954+STABILITY: SURFACE MOTION
 TC0954
 TC0954  HISTORY     - Date     Condition        Report By
 TC0954  HISTORY     - 1914     MONUMENTED       IBC
 TC0954
 TC0954                          STATION DESCRIPTION
 TC0954
 TC0954'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC0954'ON THE NORTH BANK OF RAINY RIVER, ABOUT 1-3/4 MILES WEST OF PINEWOOD,
 TC0954'ONTARIO, AND 650 METERS WEST - NORTHWEST OF CENTRAL, MINN.  THE
 TC0954'STATION IS ON THE SLOPE OF THE BANK ABOUT 3 METERS ABOVE AND 8 METERS
 TC0954'BACK FROM THE RIVERS EDGE.  IT IS ABOUT 17 METERS WEST OF A FENCE, 11
 TC0954'METERS SOUTHEAST OF A 24 - INCH OAK TREE, AND 11 METERS EAST OF 3
 TC0954'12 - INCH OAK TREES.
 TC0954'
 TC0954'STATION MARK--A CROSS CUT IN A STONE.  SUBSURFACE MARK IS A BALL OF
 TC0954'WIRE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 SZ0061 ***********************************************************************
 SZ0061  DESIGNATION -  MCKAY
 SZ0061  PID         -  SZ0061
 SZ0061  STATE/COUNTY-  ON/THUNDER BAY
 SZ0061  COUNTRY     -  CANADA
 SZ0061  NTS MAPSHEET-  THUNDER BAY (2020)
 SZ0061
 SZ0061                         *CURRENT SURVEY CONTROL
 SZ0061  ______________________________________________________________________
 SZ0061* NAD 83(1996) POSITION- 48 20 40.74027(N) 089 17 10.84565(W)   ADJUSTED
 SZ0061* NAVD 88 ORTHO HEIGHT -   482.08  (+/-2cm)     1581.6   (feet) VERTCON
 SZ0061  ______________________________________________________________________
 SZ0061  GEOID HEIGHT    -        -36.134 (meters)                     EGM08
 SZ0061  HORZ ORDER      -  FIRST
 SZ0061  VERT ORDER      -  THIRD ? (See Below)
 SZ0061
 SZ0061.The positional and height information provided upon this datasheet are not
 SZ0061.officially recognized by the Government of Canada, provincial governments
 SZ0061.within Canada, nor are they intended to replace or substitute for them.
 SZ0061.The intent of sharing this data is to allow access to positions or heights
 SZ0061.recognized by the United States Government. Passive control that is used by
 SZ0061.both nations may share the same or similar designations or descriptions but
 SZ0061.do not share official positions or heights. The 'Station Description' may
 SZ0061.originate from a Canadian 'Station Report' and if so contains information
 SZ0061.licensed under the 'Open Government License - Canada'.
 SZ0061
 SZ0061.The horizontal coordinates were established by classical geodetic methods
 SZ0061.and adjusted by the National Geodetic Survey in March 1999.
 SZ0061
 SZ0061.The NAVD 88 height was computed by applying the VERTCON shift value to
 SZ0061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SZ0061
 SZ0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 SZ0061
 SZ0061.The vertical order pertains to the NGVD 29 superseded value.
 SZ0061
 SZ0061.Click photographs - Photos may exist for this station.
 SZ0061
 SZ0061. The following values were computed from the NAD 83(1996) position.
 SZ0061
 SZ0061;                    North         East     Units Scale Factor Converg.
 SZ0061;UTM  16      - 5,357,133.847   330,593.125   MT  0.99995262   -1 42 31.2
 SZ0061
 SZ0061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SZ0061!UTM  16      -   0.99993011  x   0.99995262  =   0.99988274
 SZ0061
 SZ0061:                Primary Azimuth Mark                     Grid Az
 SZ0061:UTM  16      -  CLAVET                                   069 04 41.9
 SZ0061
 SZ0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16UCU3059357133(NAD 83)
 SZ0061
 SZ0061|---------------------------------------------------------------------|
 SZ0061| PID    Reference Object                     Distance      Geod. Az  |
 SZ0061|                                                           dddmmss.s |
 SZ0061| SZ0051 CLAVET                              APPROX.36.8 KM 0672210.7 |
 SZ0061|---------------------------------------------------------------------|
 SZ0061
 SZ0061                          SUPERSEDED SURVEY CONTROL
 SZ0061
 SZ0061  NAD 83(1986)-  48 20 40.72219(N)    089 17 10.81944(W) AD(       ) 1
 SZ0061  NAD 27      -  48 20 41.16900(N)    089 17 10.56000(W) AD(       ) 1
 SZ0061  NGVD 29             481.92   (m)         1581.1    (f) LEVELING    3  
 SZ0061
 SZ0061.Superseded values are not recommended for survey control.
 SZ0061
 SZ0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SZ0061.See file dsdata.pdf to determine how the superseded data were derived.
 SZ0061
 SZ0061_MARKER: B = BOLT
 SZ0061_SETTING: 0 = UNSPECIFIED SETTING
 SZ0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SZ0061
 SZ0061  HISTORY     - Date     Condition        Report By
 SZ0061  HISTORY     - 1912     MONUMENTED       GSC
 SZ0061
 SZ0061                          STATION DESCRIPTION
 SZ0061
 SZ0061'DESCRIBED BY GEODETIC SURVEY OF CANADA 1912
 SZ0061'THIS STATION IS ON THE HIGHEST POINT OF MOUNT MC KAY, NEAR
 SZ0061'FORT WILLIAM, ONTARIO.
 SZ0061'
 SZ0061'STATION MARK--A COPPER BOLT STAMPED G.S.C. 1912, REFERENCED
 SZ0061'BY THREE COPPER BOLTS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0955 ***********************************************************************
 TC0955  DESIGNATION -  MCLOUD
 TC0955  PID         -  TC0955
 TC0955  STATE/COUNTY-  ON/RAINY RIVER
 TC0955  COUNTRY     -  CANADA
 TC0955  NTS MAPSHEET-  PINEWOOD (2020)
 TC0955
 TC0955                         *CURRENT SURVEY CONTROL
 TC0955  ______________________________________________________________________
 TC0955* NAD 83(1996) POSITION- 48 38 49.95088(N) 094 08 21.77201(W)   ADJUSTED
 TC0955* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 TC0955  ______________________________________________________________________
 TC0955  GEOID HEIGHT    -        -29.463 (meters)                     EGM08
 TC0955  HORZ ORDER      -  THIRD
 TC0955
 TC0955.The positional and height information provided upon this datasheet are not
 TC0955.officially recognized by the Government of Canada, provincial governments
 TC0955.within Canada, nor are they intended to replace or substitute for them.
 TC0955.The intent of sharing this data is to allow access to positions or heights
 TC0955.recognized by the United States Government. Passive control that is used by
 TC0955.both nations may share the same or similar designations or descriptions but
 TC0955.do not share official positions or heights. The 'Station Description' may
 TC0955.originate from a Canadian 'Station Report' and if so contains information
 TC0955.licensed under the 'Open Government License - Canada'.
 TC0955
 TC0955.The horizontal coordinates were established by classical geodetic methods
 TC0955.and adjusted by the National Geodetic Survey in March 1999.
 TC0955
 TC0955.The orthometric height was scaled from a topographic map.
 TC0955
 TC0955.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0955
 TC0955.Click photographs - Photos may exist for this station.
 TC0955
 TC0955. The following values were computed from the NAD 83(1996) position.
 TC0955
 TC0955;                    North         East     Units Scale Factor Converg.
 TC0955;UTM  15      - 5,388,865.262   416,076.491   MT  0.99968653   -0 51 19.2
 TC0955
 TC0955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0955!UTM  15      -   0.99995347  x   0.99968653  =   0.99964002
 TC0955
 TC0955:                Primary Azimuth Mark                     Grid Az
 TC0955:UTM  15      -  BOY                                      099 31 12.5
 TC0955
 TC0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP1607688865(NAD 83)
 TC0955
 TC0955|---------------------------------------------------------------------|
 TC0955| PID    Reference Object                     Distance      Geod. Az  |
 TC0955|                                                           dddmmss.s |
 TC0955| TC0846 BOY                                 466.932 METERS 0983953.3 |
 TC0955| TC0973 OBIL                                323.841 METERS 15808     |
 TC0955| TC0926 ISLE                                265.133 METERS 25153     |
 TC0955|---------------------------------------------------------------------|
 TC0955
 TC0955                          SUPERSEDED SURVEY CONTROL
 TC0955
 TC0955  NAD 83(1986)-  48 38 49.93560(N)    094 08 21.76521(W) AD(       ) 3
 TC0955
 TC0955.Superseded values are not recommended for survey control.
 TC0955
 TC0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0955.See file dsdata.pdf to determine how the superseded data were derived.
 TC0955
 TC0955_MARKER: DD = SURVEY DISK
 TC0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0955+STABILITY: SURFACE MOTION
 TC0955
 TC0955  HISTORY     - Date     Condition        Report By
 TC0955  HISTORY     - 1914     MONUMENTED       IBC
 TC0955  HISTORY     - 1947     MARK NOT FOUND   IBC
 TC0955
 TC0955                          STATION DESCRIPTION
 TC0955
 TC0955'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC0955'ON THE NORTH BANK OF RAINY RIVER, ABOUT 1-3/4 MILES WEST OF BIRCHDALE
 TC0955'LANDING, MINN, AND ABOUT ONE - FOURTH MILE EAST OF THE EAST END OF A
 TC0955'LARGE ISLAND IN THE RIVER.  IT IS ON A LOW BANK ABOUT 2 METERS ABOVE
 TC0955'AND 2 METERS BACK FROM THE RIVERS EDGE.  MCLOUDS HOUSE IS ABOUT 150
 TC0955'METERS NORTHEAST OF THE STATION.
 TC0955'
 TC0955'STATION MARK--A BRONZE DISK SET IN CONCRETE.
 TC0955
 TC0955                          STATION RECOVERY (1947)
 TC0955
 TC0955'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1947 (NWS)
 TC0955'THE STATION IS PROBABLY LOST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DL5280 ***********************************************************************
 DL5280  DESIGNATION -  MD 1
 DL5280  PID         -  DL5280
 DL5280  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 DL5280  COUNTRY     -  CANADA
 DL5280  NTS MAPSHEET-  CORNWALL (2020)
 DL5280
 DL5280                         *CURRENT SURVEY CONTROL
 DL5280  ______________________________________________________________________
 DL5280* NAD 83(1986) POSITION- 45 00 29.31   (N) 074 47 32.27   (W)   HD_HELD1
 DL5280* NAVD 88 ORTHO HEIGHT -    79.626 (meters)      261.24  (feet) ADJUSTED
 DL5280  ______________________________________________________________________
 DL5280  GEOID HEIGHT    -        -31.516 (meters)                     EGM08
 DL5280  DYNAMIC HEIGHT  -         79.624 (meters)      261.23  (feet) COMP
 DL5280  MODELED GRAVITY -    980,598.7   (mgal)                       NAVD 88
 DL5280
 DL5280  VERT ORDER      -  FIRST     CLASS II
 DL5280
 DL5280.The positional and height information provided upon this datasheet are not
 DL5280.officially recognized by the Government of Canada, provincial governments
 DL5280.within Canada, nor are they intended to replace or substitute for them.
 DL5280.The intent of sharing this data is to allow access to positions or heights
 DL5280.recognized by the United States Government. Passive control that is used by
 DL5280.both nations may share the same or similar designations or descriptions but
 DL5280.do not share official positions or heights. The 'Station Description' may
 DL5280.originate from a Canadian 'Station Report' and if so contains information
 DL5280.licensed under the 'Open Government License - Canada'.
 DL5280
 DL5280.The horizontal coordinates were determined by differentially corrected
 DL5280.hand held GPS observations or other comparable positioning techniques
 DL5280.and have an estimated accuracy of +/- 3 meters.
 DL5280
 DL5280.The orthometric height was determined by differential leveling and
 DL5280.adjusted by the NATIONAL GEODETIC SURVEY
 DL5280.in March 2024.
 DL5280
 DL5280.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5280
 DL5280.Click photographs - Photos may exist for this station.
 DL5280
 DL5280.The dynamic height is computed by dividing the NAVD 88
 DL5280.geopotential number by the normal gravity value computed on the
 DL5280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5280.degrees latitude (g = 980.6199 gals.).
 DL5280
 DL5280.The modeled gravity was interpolated from observed gravity values.
 DL5280
 DL5280
 DL5280_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1636783875(NAD 83)
 DL5280
 DL5280                          SUPERSEDED SURVEY CONTROL
 DL5280
 DL5280  NAVD 88 (10/14/09)   79.612  (m)          261.19   (f) SUPERSEDED  1 2
 DL5280
 DL5280.Superseded values are not recommended for survey control.
 DL5280
 DL5280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5280.See file dsdata.pdf to determine how the superseded data were derived.
 DL5280
 DL5280_MARKER: Z = SEE DESCRIPTION
 DL5280_SP_SET: DEFORMATION PILLAR MONUMENT
 DL5280_MARK LOGO: NONE
 DL5280_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL5280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5280+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2022
 DL5280
 DL5280  HISTORY     - Date     Condition        Report By
 DL5280  HISTORY     - 198707   MONUMENTED       ONTAPW
 DL5280  HISTORY     - 20220912 GOOD             NGS
 DL5280
 DL5280                          STATION DESCRIPTION
 DL5280
 DL5280'DESCRIBED BY ONTARIO POWER GENERATION 1987
 DL5280'MD 1 IS A 5/8-INCH (13 CM) 11 STAINLESS STEEL THREADED STUD SET IN THE
 DL5280'TOP OF A 0.45 M (1.5 FT) DIAMETER CONCRETE PEDESTAL LOCATED AT ABOUT
 DL5280'THE CENTER OF THE WIDTH OF THE CONCRETE DECK OF THE HEADWORK, WEST OF
 DL5280'A BB PAINTED ON THE WALL, NORTH OF HATCH COVER 6A AND SOUTH OF HATCH
 DL5280'COVER 5C AND ABOUT 6 FT (1.8 M) ABOVE THE ELEVATION OF THE CONCRETE
 DL5280'DECK OF THE HEADWORK.
 DL5280
 DL5280                          STATION RECOVERY (2022)
 DL5280
 DL5280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (JAO)
 DL5280'MARK IS LOCATED 4.9 KM (3.0 MI) WEST-SOUTHWEST OF THE CORNWALL,
 DL5280'ONTARIO, CANADA CITY HALL AND WITHIN THE GROUNDS FOR THE ROBERT H.
 DL5280'SAUNDERS POWER DAM, ST. LAWRENCE GENERATING STATION, OPERATED BY
 DL5280'ONTARIO POWER GENERATION (OPG).
 DL5280'
 DL5280'CONTACT THE ENGINEERING DEPARTMENT AT 613-932-3072 TO OBTAIN
 DL5280'PERMISSION TO ACCESS THE MARK.
 DL5280'
 DL5280'THE TOP OF A 16 MM (5/8 INCH) 11 STAINLESS STEEL THREADED STUD WELDED
 DL5280'INTO A 19 MM (3/4 INCH) THICK STAINLESS STEEL BASELINE PLATE GROUTED
 DL5280'IN THE TOP OF A 0.46 M (1.5 FT) DIAMETER CONCRETE PILLAR.  THE PILLAR
 DL5280'HAS A 19 MM (3/4 INCH) #6 REBAR DRILLED AND GROUTED 0.9 M (3.0 FT)
 DL5280'INTO THE CONCRETE DECK OF THE HEADWORKS AND EXTENDING 1.52 M (5.0 FT)
 DL5280'ABOVE. SET AT ABOUT THE CENTER OF THE WIDTH OF THE HEADWORKS BETWEEN
 DL5280'HATCH COVERS 5C AND 6A.
 DL5280'
 DL5280'NOTE - THE PILLAR HAS RED PAINTED IDENTIFIER LETTERING "MD 1" ON ITS
 DL5280'SIDE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DL5271 ***********************************************************************
 DL5271  DESIGNATION -  MD 14
 DL5271  PID         -  DL5271
 DL5271  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 DL5271  COUNTRY     -  CANADA
 DL5271  NTS MAPSHEET-  CORNWALL (2020)
 DL5271
 DL5271                         *CURRENT SURVEY CONTROL
 DL5271  ______________________________________________________________________
 DL5271* NAD 83(1986) POSITION- 45 00 33.36   (N) 074 47 24.49   (W)   HD_HELD1
 DL5271* NAVD 88 ORTHO HEIGHT -    79.383 (meters)      260.44  (feet) ADJUSTED
 DL5271  ______________________________________________________________________
 DL5271  GEOID HEIGHT    -        -31.513 (meters)                     EGM08
 DL5271  DYNAMIC HEIGHT  -         79.382 (meters)      260.44  (feet) COMP
 DL5271  MODELED GRAVITY -    980,598.9   (mgal)                       NAVD 88
 DL5271
 DL5271  VERT ORDER      -  FIRST     CLASS II
 DL5271
 DL5271.The positional and height information provided upon this datasheet are not
 DL5271.officially recognized by the Government of Canada, provincial governments
 DL5271.within Canada, nor are they intended to replace or substitute for them.
 DL5271.The intent of sharing this data is to allow access to positions or heights
 DL5271.recognized by the United States Government. Passive control that is used by
 DL5271.both nations may share the same or similar designations or descriptions but
 DL5271.do not share official positions or heights. The 'Station Description' may
 DL5271.originate from a Canadian 'Station Report' and if so contains information
 DL5271.licensed under the 'Open Government License - Canada'.
 DL5271
 DL5271.The horizontal coordinates were determined by differentially corrected
 DL5271.hand held GPS observations or other comparable positioning techniques
 DL5271.and have an estimated accuracy of +/- 3 meters.
 DL5271
 DL5271.The orthometric height was determined by differential leveling and
 DL5271.adjusted by the NATIONAL GEODETIC SURVEY
 DL5271.in March 2024.
 DL5271
 DL5271.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5271
 DL5271.Click photographs - Photos may exist for this station.
 DL5271
 DL5271.The dynamic height is computed by dividing the NAVD 88
 DL5271.geopotential number by the normal gravity value computed on the
 DL5271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5271.degrees latitude (g = 980.6199 gals.).
 DL5271
 DL5271.The modeled gravity was interpolated from observed gravity values.
 DL5271
 DL5271
 DL5271_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1653784001(NAD 83)
 DL5271
 DL5271                          SUPERSEDED SURVEY CONTROL
 DL5271
 DL5271  NAVD 88 (10/14/09)   79.376  (m)          260.42   (f) SUPERSEDED  1 2
 DL5271
 DL5271.Superseded values are not recommended for survey control.
 DL5271
 DL5271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5271.See file dsdata.pdf to determine how the superseded data were derived.
 DL5271
 DL5271_MARKER: B = BOLT
 DL5271_SP_SET: DEFORMATION PILLAR MONUMENT
 DL5271_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL5271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5271+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2022
 DL5271
 DL5271  HISTORY     - Date     Condition        Report By
 DL5271  HISTORY     - 198707   MONUMENTED       ONTAPW
 DL5271  HISTORY     - 20220912 GOOD             NGS
 DL5271
 DL5271                          STATION DESCRIPTION
 DL5271
 DL5271'DESCRIBED BY ONTARIO POWER GENERATION 1987
 DL5271'THE MARK IS LOCATED ON THE NORTHEAST SIDE OF HEADWATER OF THE SAUNDERS
 DL5271'DAM THE MARK IS A BOLT SET IN A CONCRETE PILLAR OF THE NORTHEAST
 DL5271'CORNER OF DAM TO GAIN ACCESS TO MARK CHECK WITH THE ENGINEERING
 DL5271'DEPARTMENT OF SAUNDERS DAM.
 DL5271
 DL5271                          STATION RECOVERY (2022)
 DL5271
 DL5271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (JAO)
 DL5271'THE MARK IS LOCATED SOME 4.9 KM (3.0 MI) WEST-SOUTHWEST OF CORNWALL,
 DL5271'ONTARIO, CANADA, CITY HALL AND WITHIN THE GROUNDS FOR THE ROBERT H.
 DL5271'SAUNDERS POWER DAM, ST. LAWRENCE GENERATING STATION, OPERATED BY
 DL5271'ONTARIO POWER GENERATION (OPG).
 DL5271'
 DL5271'CONTACT THE ENGINEERING DEPARTMENT AT 613-932-3072 TO OBTAIN
 DL5271'PERMISSION TO ACCESS THE MARK.
 DL5271'
 DL5271'AT THE NORTHEAST END OF THE ROBERT H. SAUNDERS POWER DAM OPERATED BY
 DL5271'ONTARIO POWER GENERATION (OPG).  ON TOP OF AND AT THE NORTHEAST END OF
 DL5271'THE DAMS HEADWORKS, IN THE NORTHEAST CORNER, A 1.5 M (4.9 FT) HIGH
 DL5271'DEFORMATION PILLAR.
 DL5271'
 DL5271'BEING THE HIGHEST POINT OF A 5/8-11 (NATIONAL COURSE THREAD) STAINLESS
 DL5271'STEEL STUD SET IN THE TOP CENTER OF A 23 CM (9 INCH), 3/4 INCH THICK
 DL5271'ROUND STAINLESS STEEL BASE PLATE ATTACHED TO THE TOP OF A 0.45 M (1.5
 DL5271'FT) DIAMETER CONCRETE PILLAR.  THE PILLAR IS 1.52 M (5.0 FT) ABOVE THE
 DL5271'TAILRACE DECKING.  THE BASE OF THE CONCRETE PILLAR WAS DRILLED AND
 DL5271'GROUTED SOME 0.9 M (3.0 FT) INTO THE CONCRETE DECKING FOR THE DAMS
 DL5271'HEADWORKS.
 DL5271'
 DL5271'NOTE - THE PILLAR HAS RED PAINTED IDENTIFIER LETTERING "TD 14" ON ITS
 DL5271'SIDE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DL5288 ***********************************************************************
 DL5288  DESIGNATION -  MD 2
 DL5288  PID         -  DL5288
 DL5288  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 DL5288  COUNTRY     -  CANADA
 DL5288  NTS MAPSHEET-  CORNWALL (2020)
 DL5288
 DL5288                         *CURRENT SURVEY CONTROL
 DL5288  ______________________________________________________________________
 DL5288* NAD 83(1986) POSITION- 45 00 25.95   (N) 074 47 38.42   (W)   HD_HELD1
 DL5288* NAVD 88 ORTHO HEIGHT -    79.616 (meters)      261.21  (feet) ADJUSTED
 DL5288  ______________________________________________________________________
 DL5288  GEOID HEIGHT    -        -31.517 (meters)                     EGM08
 DL5288  DYNAMIC HEIGHT  -         79.614 (meters)      261.20  (feet) COMP
 DL5288  MODELED GRAVITY -    980,598.6   (mgal)                       NAVD 88
 DL5288
 DL5288  VERT ORDER      -  FIRST     CLASS II
 DL5288
 DL5288.The positional and height information provided upon this datasheet are not
 DL5288.officially recognized by the Government of Canada, provincial governments
 DL5288.within Canada, nor are they intended to replace or substitute for them.
 DL5288.The intent of sharing this data is to allow access to positions or heights
 DL5288.recognized by the United States Government. Passive control that is used by
 DL5288.both nations may share the same or similar designations or descriptions but
 DL5288.do not share official positions or heights. The 'Station Description' may
 DL5288.originate from a Canadian 'Station Report' and if so contains information
 DL5288.licensed under the 'Open Government License - Canada'.
 DL5288
 DL5288.The horizontal coordinates were determined by differentially corrected
 DL5288.hand held GPS observations or other comparable positioning techniques
 DL5288.and have an estimated accuracy of +/- 3 meters.
 DL5288
 DL5288.The orthometric height was determined by differential leveling and
 DL5288.adjusted by the NATIONAL GEODETIC SURVEY
 DL5288.in March 2024.
 DL5288
 DL5288.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5288
 DL5288.Click photographs - Photos may exist for this station.
 DL5288
 DL5288.The dynamic height is computed by dividing the NAVD 88
 DL5288.geopotential number by the normal gravity value computed on the
 DL5288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5288.degrees latitude (g = 980.6199 gals.).
 DL5288
 DL5288.The modeled gravity was interpolated from observed gravity values.
 DL5288
 DL5288
 DL5288_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1623383771(NAD 83)
 DL5288
 DL5288                          SUPERSEDED SURVEY CONTROL
 DL5288
 DL5288  NAVD 88 (10/14/09)   79.602  (m)          261.16   (f) SUPERSEDED  1 2
 DL5288
 DL5288.Superseded values are not recommended for survey control.
 DL5288
 DL5288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5288.See file dsdata.pdf to determine how the superseded data were derived.
 DL5288
 DL5288_MARKER: B = BOLT
 DL5288_SP_SET: DAM DECK
 DL5288_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL5288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL5288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5288+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2022
 DL5288
 DL5288  HISTORY     - Date     Condition        Report By
 DL5288  HISTORY     - 198707   MONUMENTED       ONTAPW
 DL5288  HISTORY     - 20220912 GOOD             NGS
 DL5288
 DL5288                          STATION DESCRIPTION
 DL5288
 DL5288'DESCRIBED BY ONTARIO POWER GENERATION 1987
 DL5288'BENCH MARK MD 2 IS THE HIGHEST POINT OF A BOLT SET IN A CONCRETE
 DL5288'PILLAR ON THE NORTHERN SIDE OF THE MOSES-SAUNDERS DAM.
 DL5288'
 DL5288'THE MARK IS 0.44 M (1.4 FT) EAST OF HEADGATE HATCH COVER 12C AND 6.53
 DL5288'M (21.4 FT) EAST OF THE WEST MOST RAIL OF OVERHEAD GANTRY CRANE.
 DL5288'
 DL5288'NOTE-NO STAMPING ON DISK.
 DL5288
 DL5288                          STATION RECOVERY (2022)
 DL5288
 DL5288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (JAO)
 DL5288'MARK IS LOCATED 4.9 KM (3.0 MI) WEST-SOUTHWEST OF THE CORNWALL,
 DL5288'ONTARIO, CANADA CITY HALL AND WITHIN THE GROUNDS FOR THE ROBERT H.
 DL5288'SAUNDERS POWER DAM, ST. LAWRENCE GENERATING STATION, OPERATED BY
 DL5288'ONTARIO POWER GENERATION (OPG).
 DL5288'
 DL5288'CONTACT THE ENGINEERING DEPARTMENT AT 613-932-3072 TO OBTAIN
 DL5288'PERMISSION TO ACCESS THE MARK.
 DL5288'
 DL5288'THE TOP OF A 16 MM (5/8 INCH) 11 STAINLESS STEEL THREADED STUD WELDED
 DL5288'INTO A 19 MM (3/4 INCH) THICK STAINLESS STEEL BASELINE PLATE GROUTED
 DL5288'IN THE TOP OF A 0.46 M (1.5 FT) DIAMETER CONCRETE PILLAR.  THE PILLAR
 DL5288'HAS A 19 MM (3/4 INCH) #6 REBAR DRILLED AND GROUTED 0.9 M (3.0 FT)
 DL5288'INTO THE CONCRETE DECK OF THE HEADWORKS AND EXTENDING 1.52 M (5.0 FT)
 DL5288'ABOVE. SET AT ABOUT THE CENTER OF THE WIDTH OF THE HEADWORKS BETWEEN
 DL5288'HATCH COVERS 12C AND 13A.
 DL5288'
 DL5288'7.6 METERS (25.0 FT) SOUTHEAST OF NORTHWEST GANTRY CRANE RAIL, 5.2 M
 DL5288'(17.1 FT) NORTHWEST OF THE SOUTHEAST GANTRY CRANE RAIL AND 0.9 M (3.0
 DL5288'FT) SOUTH OF THE SOUTH FACE OF HATCH COVER 12C.
 DL5288'
 DL5288'NOTE - THE PILLAR HAS RED PAINTED IDENTIFIER LETTERING "MD 2" ON ITS
 DL5288'SIDE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DL5292 ***********************************************************************
 DL5292  DESIGNATION -  MD 3
 DL5292  PID         -  DL5292
 DL5292  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 DL5292  COUNTRY     -  CANADA
 DL5292  NTS MAPSHEET-  CORNWALL (2020)
 DL5292
 DL5292                         *CURRENT SURVEY CONTROL
 DL5292  ______________________________________________________________________
 DL5292* NAD 83(1986) POSITION- 45 00 24.49   (N) 074 47 41.08   (W)   HD_HELD1
 DL5292* NAVD 88 ORTHO HEIGHT -    79.622 (meters)      261.23  (feet) ADJUSTED
 DL5292  ______________________________________________________________________
 DL5292  GEOID HEIGHT    -        -31.518 (meters)                     EGM08
 DL5292  DYNAMIC HEIGHT  -         79.620 (meters)      261.22  (feet) COMP
 DL5292  MODELED GRAVITY -    980,598.6   (mgal)                       NAVD 88
 DL5292
 DL5292  VERT ORDER      -  FIRST     CLASS II
 DL5292
 DL5292.The positional and height information provided upon this datasheet are not
 DL5292.officially recognized by the Government of Canada, provincial governments
 DL5292.within Canada, nor are they intended to replace or substitute for them.
 DL5292.The intent of sharing this data is to allow access to positions or heights
 DL5292.recognized by the United States Government. Passive control that is used by
 DL5292.both nations may share the same or similar designations or descriptions but
 DL5292.do not share official positions or heights. The 'Station Description' may
 DL5292.originate from a Canadian 'Station Report' and if so contains information
 DL5292.licensed under the 'Open Government License - Canada'.
 DL5292
 DL5292.The horizontal coordinates were determined by differentially corrected
 DL5292.hand held GPS observations or other comparable positioning techniques
 DL5292.and have an estimated accuracy of +/- 3 meters.
 DL5292
 DL5292.The orthometric height was determined by differential leveling and
 DL5292.adjusted by the NATIONAL GEODETIC SURVEY
 DL5292.in March 2024.
 DL5292
 DL5292.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5292
 DL5292.Click photographs - Photos may exist for this station.
 DL5292
 DL5292.The dynamic height is computed by dividing the NAVD 88
 DL5292.geopotential number by the normal gravity value computed on the
 DL5292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5292.degrees latitude (g = 980.6199 gals.).
 DL5292
 DL5292.The modeled gravity was interpolated from observed gravity values.
 DL5292
 DL5292
 DL5292_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1617583726(NAD 83)
 DL5292
 DL5292                          SUPERSEDED SURVEY CONTROL
 DL5292
 DL5292  NAVD 88 (10/14/09)   79.608  (m)          261.18   (f) SUPERSEDED  1 2
 DL5292
 DL5292.Superseded values are not recommended for survey control.
 DL5292
 DL5292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5292.See file dsdata.pdf to determine how the superseded data were derived.
 DL5292
 DL5292_MARKER: B = BOLT
 DL5292_SP_SET: DEFORMATION MONUMENT PILLAR
 DL5292_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL5292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5292+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2022
 DL5292
 DL5292  HISTORY     - Date     Condition        Report By
 DL5292  HISTORY     - 198707   MONUMENTED       ONTAPW
 DL5292  HISTORY     - 20220912 GOOD             NGS
 DL5292
 DL5292                          STATION DESCRIPTION
 DL5292
 DL5292'DESCRIBED BY ONTARIO POWER GENERATION 1987
 DL5292'THE MARK IS LOCATED ON THE HEADWORK OF THE MOSES SAUNDERS DAM.
 DL5292'
 DL5292'THE MARK IS THE TOP OF A BOLT SET IN A CONCRETE PILLAR SOUTH EAST OF
 DL5292'15C.
 DL5292'
 DL5292'THE MARK IS 10.9 M (35.8 FT) SOUTHEAST OF THE NORTHWEST EDGE OF
 DL5292'HEADWORK, 27.2 M (89.2 FT) NORTHWEST OF THE SOUTHEAST HEADWORK EDGE
 DL5292'AND 1.45 M (4.8 FT) SOUTHWEST OF THE SOUTH EDGE OF STEEL TURBINE
 DL5292'COVER.  FOR ACCESS TO MARK CONTACT ONTARIO POWER GENERATION
 DL5292'ENGINEERING DEPARTMENT.
 DL5292'
 DL5292'NOTE-NO STAMPING ON DISK.
 DL5292
 DL5292                          STATION RECOVERY (2022)
 DL5292
 DL5292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (JAO)
 DL5292'MARK IS LOCATED 4.9 KM (3.0 MI) WEST-SOUTHWEST OF THE CORNWALL,
 DL5292'ONTARIO, CANADA CITY HALL AND WITHIN THE GROUNDS FOR THE ROBERT H.
 DL5292'SAUNDERS POWER DAM, ST. LAWRENCE GENERATING STATION, OPERATED BY
 DL5292'ONTARIO POWER GENERATION (OPG).
 DL5292'
 DL5292'CONTACT THE ENGINEERING DEPARTMENT AT 613-932-3072 TO OBTAIN
 DL5292'PERMISSION TO ACCESS THE MARK.
 DL5292'
 DL5292'MD 3 THE TOP OF A 16 MM (5/8 INCH) 11 STAINLESS STEEL THREADED STUD
 DL5292'WELDED INTO A 19 MM (3/4 INCH) THICK STAINLESS STEEL BASE PLATE
 DL5292'GROUTED IN THE TOP OF A 0.46 M (1.5 FT) DIAMETER CONCRETE PILLAR.  THE
 DL5292'PILLAR HAS A 19 MM (3/4 INCH) #6 REBAR DRILLED AND GROUTED 0.9 M (3.0
 DL5292'FT) INTO THE CONCRETE DECK OF THE HEADWORKS AND EXTENDING 1.52 M (5.0
 DL5292'FT) ABOVE. SET AT ABOUT THE CENTER OF THE WIDTH OF THE HEADWORKS
 DL5292'BETWEEN HATCH COVERS 15C AND 16A.
 DL5292'
 DL5292'10.9 M (35.8 FT) SOUTHEAST OF THE NORTHWEST EDGE OF HEADWORKS, 27.2 M
 DL5292'(89.2 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE HEADWORKS AND 1.45 M
 DL5292'(4.8 FT) SOUTHWEST OF THE SOUTH EDGE OF HATCH COVER 15C.
 DL5292'
 DL5292'NOTE - THE PILLAR HAS RED PAINTED IDENTIFIER LETTERING "MD 3" ON ITS
 DL5292'SIDE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DL5276 ***********************************************************************
 DL5276  DESIGNATION -  MD 6
 DL5276  PID         -  DL5276
 DL5276  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 DL5276  COUNTRY     -  CANADA
 DL5276  NTS MAPSHEET-  CORNWALL (2020)
 DL5276
 DL5276                         *CURRENT SURVEY CONTROL
 DL5276  ______________________________________________________________________
 DL5276* NAD 83(1986) POSITION- 45 00 30.27   (N) 074 47 30.52   (W)   HD_HELD1
 DL5276* NAVD 88 ORTHO HEIGHT -    79.591 (meters)      261.12  (feet) ADJUSTED
 DL5276  ______________________________________________________________________
 DL5276  GEOID HEIGHT    -        -31.515 (meters)                     EGM08
 DL5276  DYNAMIC HEIGHT  -         79.589 (meters)      261.12  (feet) COMP
 DL5276  MODELED GRAVITY -    980,598.8   (mgal)                       NAVD 88
 DL5276
 DL5276  VERT ORDER      -  FIRST     CLASS II
 DL5276
 DL5276.The positional and height information provided upon this datasheet are not
 DL5276.officially recognized by the Government of Canada, provincial governments
 DL5276.within Canada, nor are they intended to replace or substitute for them.
 DL5276.The intent of sharing this data is to allow access to positions or heights
 DL5276.recognized by the United States Government. Passive control that is used by
 DL5276.both nations may share the same or similar designations or descriptions but
 DL5276.do not share official positions or heights. The 'Station Description' may
 DL5276.originate from a Canadian 'Station Report' and if so contains information
 DL5276.licensed under the 'Open Government License - Canada'.
 DL5276
 DL5276.The horizontal coordinates were determined by differentially corrected
 DL5276.hand held GPS observations or other comparable positioning techniques
 DL5276.and have an estimated accuracy of +/- 3 meters.
 DL5276
 DL5276.The orthometric height was determined by differential leveling and
 DL5276.adjusted by the NATIONAL GEODETIC SURVEY
 DL5276.in March 2024.
 DL5276
 DL5276.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5276
 DL5276.Click photographs - Photos may exist for this station.
 DL5276
 DL5276.The dynamic height is computed by dividing the NAVD 88
 DL5276.geopotential number by the normal gravity value computed on the
 DL5276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5276.degrees latitude (g = 980.6199 gals.).
 DL5276
 DL5276.The modeled gravity was interpolated from observed gravity values.
 DL5276
 DL5276
 DL5276_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1640683905(NAD 83)
 DL5276
 DL5276                          SUPERSEDED SURVEY CONTROL
 DL5276
 DL5276  NAVD 88 (10/14/09)   79.576  (m)          261.08   (f) SUPERSEDED  1 2
 DL5276
 DL5276.Superseded values are not recommended for survey control.
 DL5276
 DL5276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5276.See file dsdata.pdf to determine how the superseded data were derived.
 DL5276
 DL5276_MARKER: Z = SEE DESCRIPTION
 DL5276_SP_SET: DEFORMATION MONUMENT PILLAR
 DL5276_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL5276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5276+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2022
 DL5276
 DL5276  HISTORY     - Date     Condition        Report By
 DL5276  HISTORY     - 198707   MONUMENTED       ONTAPW
 DL5276  HISTORY     - 20220912 GOOD             NGS
 DL5276
 DL5276                          STATION DESCRIPTION
 DL5276
 DL5276'DESCRIBED BY ONTARIO POWER GENERATION 1987
 DL5276'THE STATION IS LOCATED ABOUT 11.5 KM (7.1 MI) NORTHEAST OF MASSENA,
 DL5276'5.35 KM (3.3 MI) WEST-SOUTHWEST OF CORNWALL, CANADA AND ON THE
 DL5276'CANADIAN PORTION OF THE MOSES-SAUNDERS DAM.
 DL5276'
 DL5276'THE MARK IS THE HIGHEST POINT OF BOLT SET IN THE CONCRETE PILLAR OF
 DL5276'THE TOP OF THE HEADWORK.
 DL5276'
 DL5276'IT IS 4.49 M (14.7 FT) WEST OF IBC 11, 0.80 M (2.6 FT) EAST OF THE
 DL5276'WESTERNMOST RAIL OF THE OVERHEAD GANTRY CRANE AND 0.56 M (1.8 FT) EAST
 DL5276'OF THE NORTHEAST CORNER OF HEAD GATE HATCH COVER 4A.
 DL5276
 DL5276                          STATION RECOVERY (2022)
 DL5276
 DL5276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (JAO)
 DL5276'THE MARK IS LOCATED 4.9 KM (3.0 MI) WEST-SOUTHWEST OF THE CORNWALL,
 DL5276'ONTARIO, CANADA CITY HALL AND WITHIN THE GROUNDS FOR THE ROBERT H.
 DL5276'SAUNDERS POWER DAM, ST. LAWRENCE GENERATING STATION, OPERATED BY
 DL5276'ONTARIO POWER GENERATION (OPG).
 DL5276'
 DL5276'CONTACT THE ENGINEERING DEPARTMENT AT 613-932-3072 TO OBTAIN
 DL5276'PERMISSION TO ACCESS THE MARK.
 DL5276'
 DL5276'THE TOP OF A 16 MM (5/8 INCH) STAINLESS STEEL THREADED STUD WELDED
 DL5276'INTO A 19 MM (3/4 INCH) THICK STAINLESS STEEL BASELINE PLATE GROUTED
 DL5276'IN THE TOP OF A 0.46 M (1.5 FT) DIAMETER CONCRETE PILLAR.  THE PILLAR
 DL5276'HAS A 19 MM (3/4 INCH) #6 REBAR DRILLED AND GROUTED 0.9 M (3.0 FT)
 DL5276'INTO THE CONCRETE DECK OF THE HEADWORKS AND EXTENDING 1.52 M (5.0 FT)
 DL5276'ABOVE. SET AT ABOUT THE CENTER OF THE WIDTH OF THE HEADWORKS BETWEEN
 DL5276'HATCH COVERS 3C AND 4A.
 DL5276'
 DL5276'4.49 M (14.7 FT) WEST OF INTERNATIONAL BOUNDARY COMMISSION REFERENCE
 DL5276'MARK 11, 0.80 M (2.6 FT) EAST OF THE WESTERNMOST RAIL FOR THE OVERHEAD
 DL5276'GANTRY CRANE AND 0.56 M (1.8 FT) EAST OF THE NORTHEAST CORNER OF
 DL5276'HEADGATE HATCH COVER 4A.
 DL5276'
 DL5276'NOTE - THE PILLAR HAS RED PAINTED IDENTIFIER LETTERING "MD 6" ON ITS
 DL5276'SIDE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0881 ***********************************************************************
 RJ0881  DESIGNATION -  MERE IBC 1944
 RJ0881  PID         -  RJ0881
 RJ0881  STATE/COUNTY-  ON/ALGOMA
 RJ0881  COUNTRY     -  CANADA
 RJ0881  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ0881
 RJ0881                         *CURRENT SURVEY CONTROL
 RJ0881  ______________________________________________________________________
 RJ0881* NAD 83(1986) POSITION- 46 15 27.41725(N) 084 05 46.58236(W)   ADJUSTED
 RJ0881* NAVD 88 ORTHO HEIGHT -   179.    (meters)      587.    (feet) SCALED
 RJ0881  ______________________________________________________________________
 RJ0881  GEOID HEIGHT    -        -37.050 (meters)                     EGM08
 RJ0881  HORZ ORDER      -  THIRD
 RJ0881
 RJ0881.The positional and height information provided upon this datasheet are not
 RJ0881.officially recognized by the Government of Canada, provincial governments
 RJ0881.within Canada, nor are they intended to replace or substitute for them.
 RJ0881.The intent of sharing this data is to allow access to positions or heights
 RJ0881.recognized by the United States Government. Passive control that is used by
 RJ0881.both nations may share the same or similar designations or descriptions but
 RJ0881.do not share official positions or heights. The 'Station Description' may
 RJ0881.originate from a Canadian 'Station Report' and if so contains information
 RJ0881.licensed under the 'Open Government License - Canada'.
 RJ0881
 RJ0881.The horizontal coordinates were established by classical geodetic methods
 RJ0881.and adjusted by the National Geodetic Survey in July 1986.
 RJ0881
 RJ0881.The orthometric height was scaled from a topographic map.
 RJ0881
 RJ0881.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0881
 RJ0881.Click photographs - Photos may exist for this station.
 RJ0881
 RJ0881. The following values were computed from the NAD 83(1986) position.
 RJ0881
 RJ0881;                    North         East     Units Scale Factor Converg.
 RJ0881;UTM  16      - 5,126,769.702   723,792.457   MT  1.00021569   +2 05 55.3
 RJ0881
 RJ0881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0881!UTM  16      -   0.99997775  x   1.00021569  =   1.00019343
 RJ0881
 RJ0881:                Primary Azimuth Mark                     Grid Az
 RJ0881:UTM  16      -  TAM IBC 1944                             182 20 19.0
 RJ0881
 RJ0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2379226769(NAD 83)
 RJ0881
 RJ0881|---------------------------------------------------------------------|
 RJ0881| PID    Reference Object                     Distance      Geod. Az  |
 RJ0881|                                                           dddmmss.s |
 RJ0881| RJ0882 TAM IBC 1944                        APPROX. 0.6 KM 1842614.3 |
 RJ0881| RJ0887 COAST GUARD LOOKOUT 1 FLAGPOLE      APPROX. 0.5 KM 2352524.7 |
 RJ0881| RJ0885 SAILORS ENCAMPMENT FRONT LT         441.685 METERS 3360419.5 |
 RJ0881|---------------------------------------------------------------------|
 RJ0881
 RJ0881                          SUPERSEDED SURVEY CONTROL
 RJ0881
 RJ0881  NAD 27      -  46 15 27.36200(N)    084 05 46.49100(W) AD(       ) 3
 RJ0881
 RJ0881.Superseded values are not recommended for survey control.
 RJ0881
 RJ0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0881.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0881
 RJ0881_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0881_SETTING: 80 = SET IN A BOULDER
 RJ0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0881+STABILITY: SURFACE MOTION
 RJ0881
 RJ0881  HISTORY     - Date     Condition        Report By
 RJ0881  HISTORY     - 1944     MONUMENTED       IBC
 RJ0881  HISTORY     - 1958     GOOD             IBC
 RJ0881
 RJ0881                          STATION DESCRIPTION
 RJ0881
 RJ0881'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RJ0881'ON A SMALL ISLAND FORMED BY LARGE ROCKS AND EARTH DEPOSITED WHEN THE
 RJ0881'CHANNEL WAS DREDGED PAST RAINS ISLAND.  IT IS DIRECTLY ACROSS THE
 RJ0881'MUNUSCONG CHANNEL (NE) FROM JOHNSON POINT.  IT IS AT THE OUTER END OF
 RJ0881'THE RUSHES ALONG THE ST JOSEPH ISLAND SHORE, ABOUT 1,000 FEET S OF
 RJ0881'THE RAINSMERE HOTEL, AND OPPOSITE THE TWO HOUSES ON THE ROAD S OF
 RJ0881'THE HOTEL.  THE N FENCE OF THE SIDE ROAD LEADING TO THESE TWO HOUSES
 RJ0881'EXTENDED WOULD PASS 6 FEET N OF THE STATION.  THE ROCK THE STATION
 RJ0881'IS ON IS THE NEAREST TO THIS SIDE ROAD OF ANY LARGE ROCK ON THE
 RJ0881'ISLAND.
 RJ0881'
 RJ0881'STATION MARK IS A STANDARD I B C BRONZE DISK SET IN A DRILL HOLE
 RJ0881'IN A FLAT ROCK 5 BY 6 FEET BY 6 INCHES ABOVE GROUND.
 RJ0881
 RJ0881                          STATION RECOVERY (1958)
 RJ0881
 RJ0881'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0881'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 OG0948 ***********************************************************************
 OG0948  DESIGNATION -  MEYERS IWC
 OG0948  PID         -  OG0948
 OG0948  STATE/COUNTY-  ON/NIAGARA
 OG0948  COUNTRY     -  CANADA
 OG0948  NTS MAPSHEET-  NIAGARA (2020)
 OG0948
 OG0948                         *CURRENT SURVEY CONTROL
 OG0948  ______________________________________________________________________
 OG0948* NAD 83(1996) POSITION- 43 01 09.27157(N) 079 01 51.12427(W)   ADJUSTED
 OG0948* NAVD 88 ORTHO HEIGHT -   173.    (meters)      568.    (feet) SCALED
 OG0948  ______________________________________________________________________
 OG0948  GEOID HEIGHT    -        -36.188 (meters)                     EGM08
 OG0948  HORZ ORDER      -  THIRD
 OG0948
 OG0948.The positional and height information provided upon this datasheet are not
 OG0948.officially recognized by the Government of Canada, provincial governments
 OG0948.within Canada, nor are they intended to replace or substitute for them.
 OG0948.The intent of sharing this data is to allow access to positions or heights
 OG0948.recognized by the United States Government. Passive control that is used by
 OG0948.both nations may share the same or similar designations or descriptions but
 OG0948.do not share official positions or heights. The 'Station Description' may
 OG0948.originate from a Canadian 'Station Report' and if so contains information
 OG0948.licensed under the 'Open Government License - Canada'.
 OG0948
 OG0948.The horizontal coordinates were established by classical geodetic methods
 OG0948.and adjusted by the National Geodetic Survey in January 1999.
 OG0948
 OG0948.The orthometric height was scaled from a topographic map.
 OG0948
 OG0948.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0948
 OG0948.Click photographs - Photos may exist for this station.
 OG0948
 OG0948. The following values were computed from the NAD 83(1996) position.
 OG0948
 OG0948;                    North         East     Units Scale Factor Converg.
 OG0948;UTM  17      - 4,764,833.077   660,452.859   MT  0.99991672   +1 20 37.4
 OG0948
 OG0948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0948!UTM  17      -   0.99997857  x   0.99991672  =   0.99989529
 OG0948
 OG0948:                Primary Azimuth Mark                     Grid Az
 OG0948:UTM  17      -  LUTZ IWC                                 029 12 20.7
 OG0948
 OG0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6045264833(NAD 83)
 OG0948
 OG0948|---------------------------------------------------------------------|
 OG0948| PID    Reference Object                     Distance      Geod. Az  |
 OG0948|                                                           dddmmss.s |
 OG0948| OG0947 LUTZ IWC                            APPROX. 1.1 KM 0303258.1 |
 OG0948|---------------------------------------------------------------------|
 OG0948
 OG0948                          SUPERSEDED SURVEY CONTROL
 OG0948
 OG0948  NAD 83(1986)-  43 01 09.27732(N)    079 01 51.12197(W) AD(       ) 3
 OG0948  NAD 27      -  43 01 09.07075(N)    079 01 51.96907(W) AD(       ) 3
 OG0948
 OG0948.Superseded values are not recommended for survey control.
 OG0948
 OG0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0948.See file dsdata.pdf to determine how the superseded data were derived.
 OG0948
 OG0948_MARKER: Z = SEE DESCRIPTION
 OG0948_SETTING: 0 = UNSPECIFIED SETTING
 OG0948_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0948
 OG0948  HISTORY     - Date     Condition        Report By
 OG0948  HISTORY     - 1909     MONUMENTED       IWC
 OG0948  HISTORY     - 1941     MARK NOT FOUND   IBC
 OG0948
 OG0948                          STATION DESCRIPTION
 OG0948
 OG0948'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1909 (GCB)
 OG0948'ORIGINAL DESCRIPTION NOT AVAILABLE.
 OG0948
 OG0948                          STATION RECOVERY (1941)
 OG0948
 OG0948'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 OG0948'STATION LOST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DL6502 ***********************************************************************
 DL6502  CORS        -  This is a GPS Continuously Operating Reference Station.
 DL6502  DESIGNATION -  MICHIPICOTEN CORS ARP
 DL6502  CORS_ID     -  MCHN
 DL6502  PID         -  DL6502
 DL6502  STATE/COUNTY-  ON/ALGOMA
 DL6502  COUNTRY     -  CANADA
 DL6502  NTS MAPSHEET-  MICHIPICOTEN RIVER (2020)
 DL6502
 DL6502                         *CURRENT SURVEY CONTROL
 DL6502  ______________________________________________________________________
 DL6502* NAD 83(2011) POSITION- 47 57 40.77425(N) 084 54 03.03923(W)   ADJUSTED
 DL6502* NAD 83(2011) ELLIP HT-   153.013 (meters)        (06/??/19)   ADJUSTED
 DL6502* NAD 83(2011) EPOCH   -  2010.00
 DL6502  ______________________________________________________________________
 DL6502  GEOID HEIGHT    -        -37.439 (meters)                     EGM08
 DL6502  NAD 83(2011) X  -    380,317.223 (meters)                     COMP
 DL6502  NAD 83(2011) Y  - -4,262,080.186 (meters)                     COMP
 DL6502  NAD 83(2011) Z  -  4,714,111.538 (meters)                     COMP
 DL6502
 DL6502  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL6502  Standards:
 DL6502         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL6502            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL6502  -------------------------------------------------------------------
 DL6502  NETWORK    0.19   0.32           0.05   0.09   0.16     -0.14054100
 DL6502  -------------------------------------------------------------------
 DL6502
 DL6502.The positional and height information provided upon this datasheet are not
 DL6502.officially recognized by the Government of Canada, provincial governments
 DL6502.within Canada, nor are they intended to replace or substitute for them.
 DL6502.The intent of sharing this data is to allow access to positions or heights
 DL6502.recognized by the United States Government. Passive control that is used by
 DL6502.both nations may share the same or similar designations or descriptions but
 DL6502.do not share official positions or heights. The 'Station Description' may
 DL6502.originate from a Canadian 'Station Report' and if so contains information
 DL6502.licensed under the 'Open Government License - Canada'.
 DL6502
 DL6502.The coordinates were established by GPS observations
 DL6502.and adjusted by the National Geodetic Survey in June 2019.
 DL6502
 DL6502.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL6502.been affixed to the stable North American Tectonic Plate. 
 DL6502
 DL6502.The coordinates are valid at the epoch date displayed above
 DL6502.which is a decimal equivalence of Year/Month/Day.
 DL6502
 DL6502.Due to the release of the International GNSS Service (IGS) 2014
 DL6502.realization of the International Terrestrial Reference Frame of 2014
 DL6502.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DL6502.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DL6502.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DL6502.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DL6502.currently published epoch of 2010.00.
 DL6502
 DL6502.Additional information on MYCS2 is available at
 DL6502.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DL6502
 DL6502.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6502
 DL6502.The PID for the CORS L1 Phase Center is DR8319.
 DL6502
 DL6502.Click photographs - Photos may exist for this station.
 DL6502
 DL6502.The XYZ, and position/ellipsoidal ht. are equivalent.
 DL6502
 DL6502.The ellipsoidal height was determined by GPS observations
 DL6502.and is referenced to NAD 83.
 DL6502
 DL6502. The following values were computed from the NAD 83(2011) position.
 DL6502
 DL6502;                    North         East     Units Scale Factor Converg.
 DL6502;UTM  16      - 5,314,134.190   656,701.000   MT  0.99990173   +1 33 33.6
 DL6502
 DL6502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6502!UTM  16      -   0.99997602  x   0.99990173  =   0.99987775
 DL6502
 DL6502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFU5670114134(NAD 83)
 DL6502
 DL6502                          SUPERSEDED SURVEY CONTROL
 DL6502
 DL6502  NAD 83(2011)-  47 57 40.77411(N)    084 54 03.03892(W) AD(2010.00) c
 DL6502  ELLIP H (08/??/11)  153.015  (m)                       GP(2010.00) c c
 DL6502  NAD 83(CORS)-  47 57 40.77445(N)    084 54 03.04001(W) AD(2002.00) c
 DL6502  ELLIP H (02/??/10)  153.018  (m)                       GP(2002.00) c c
 DL6502
 DL6502.Superseded values are not recommended for survey control.
 DL6502
 DL6502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6502.See file dsdata.pdf to determine how the superseded data were derived.
 DL6502
 DL6502_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DL6502
 DL6502                          STATION DESCRIPTION
 DL6502
 DL6502'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DL6502'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DL6502'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DL6502'ACCESSIBLE AT THE WORLDWIDE WEB.
 DL6502'https://geodesy.noaa.gov/CORS/data.shtml
 DL6502'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DL6504 ***********************************************************************
 DL6504  CORS        -  This is a GPS Continuously Operating Reference Station.
 DL6504  DESIGNATION -  MICHIPICOTEN CORS GRP
 DL6504  CORS_ID     -  MCHN
 DL6504  PID         -  DL6504
 DL6504  STATE/COUNTY-  ON/ALGOMA
 DL6504  COUNTRY     -  CANADA
 DL6504  NTS MAPSHEET-  MICHIPICOTEN RIVER (2020)
 DL6504
 DL6504                         *CURRENT SURVEY CONTROL
 DL6504  ______________________________________________________________________
 DL6504* NAD 83(2011) POSITION- 47 57 40.77425(N) 084 54 03.03923(W)   ADJUSTED
 DL6504* NAD 83(2011) ELLIP HT-   152.963 (meters)        (06/??/19)   ADJUSTED
 DL6504* NAD 83(2011) EPOCH   -  2010.00
 DL6504  ______________________________________________________________________
 DL6504  GEOID HEIGHT    -        -37.439 (meters)                     EGM08
 DL6504  NAD 83(2011) X  -    380,317.220 (meters)                     COMP
 DL6504  NAD 83(2011) Y  - -4,262,080.153 (meters)                     COMP
 DL6504  NAD 83(2011) Z  -  4,714,111.501 (meters)                     COMP
 DL6504
 DL6504  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL6504  Standards:
 DL6504         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL6504            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL6504  -------------------------------------------------------------------
 DL6504  NETWORK    0.19   0.32           0.05   0.09   0.16     -0.14054100
 DL6504  -------------------------------------------------------------------
 DL6504
 DL6504.The positional and height information provided upon this datasheet are not
 DL6504.officially recognized by the Government of Canada, provincial governments
 DL6504.within Canada, nor are they intended to replace or substitute for them.
 DL6504.The intent of sharing this data is to allow access to positions or heights
 DL6504.recognized by the United States Government. Passive control that is used by
 DL6504.both nations may share the same or similar designations or descriptions but
 DL6504.do not share official positions or heights. The 'Station Description' may
 DL6504.originate from a Canadian 'Station Report' and if so contains information
 DL6504.licensed under the 'Open Government License - Canada'.
 DL6504
 DL6504.The horizontal coordinates were established by GPS observations
 DL6504.and adjusted by the National Geodetic Survey in June 2019.
 DL6504
 DL6504.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL6504.been affixed to the stable North American Tectonic Plate. 
 DL6504
 DL6504.The horizontal coordinates are valid at the epoch date displayed above
 DL6504.which is a decimal equivalence of Year/Month/Day.
 DL6504
 DL6504.Due to the release of the International GNSS Service (IGS) 2014
 DL6504.realization of the International Terrestrial Reference Frame of 2014
 DL6504.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DL6504.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DL6504.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DL6504.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DL6504.currently published epoch of 2010.00.
 DL6504
 DL6504.Additional information on MYCS2 is available at
 DL6504.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DL6504
 DL6504.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6504
 DL6504.Click photographs - Photos may exist for this station.
 DL6504
 DL6504.The XYZ, and position/ellipsoidal ht. are equivalent.
 DL6504
 DL6504.The ellipsoidal height was determined by GPS observations
 DL6504.and is referenced to NAD 83.
 DL6504
 DL6504. The following values were computed from the NAD 83(2011) position.
 DL6504
 DL6504;                    North         East     Units Scale Factor Converg.
 DL6504;UTM  16      - 5,314,134.190   656,701.000   MT  0.99990173   +1 33 33.6
 DL6504
 DL6504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6504!UTM  16      -   0.99997603  x   0.99990173  =   0.99987776
 DL6504
 DL6504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFU5670114134(NAD 83)
 DL6504
 DL6504                          SUPERSEDED SURVEY CONTROL
 DL6504
 DL6504  NAD 83(2011)-  47 57 40.77411(N)    084 54 03.03892(W) AD(2010.00) A
 DL6504  ELLIP H (08/??/11)  152.965  (m)                       GP(2010.00) 4 1
 DL6504  NAD 83(CORS)-  47 57 40.77445(N)    084 54 03.04001(W) AD(2002.00) A
 DL6504  ELLIP H (02/??/10)  152.968  (m)                       GP(2002.00) 4 1
 DL6504
 DL6504.Superseded values are not recommended for survey control.
 DL6504
 DL6504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6504.See file dsdata.pdf to determine how the superseded data were derived.
 DL6504
 DL6504_STAMPING: UNKNOWN
 DL6504
 DL6504                          STATION DESCRIPTION
 DL6504
 DL6504'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'MCHN'
 DL6504'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DL6504'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DL6504'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DL6504'   https://geodesy.noaa.gov/corsdata/coord/coord_14
 DL6504'   https://geodesy.noaa.gov/corsdata/station_log
 DL6504'   https://geodesy.noaa.gov/CORS
 DL6504'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 MC1263 ***********************************************************************
 MC1263  DESIGNATION -  MIDDLE SISTER
 MC1263  PID         -  MC1263
 MC1263  STATE/COUNTY-  ON/ESSEX
 MC1263  COUNTRY     -  CANADA
 MC1263  NTS MAPSHEET-  040G14 (2020)
 MC1263
 MC1263                         *CURRENT SURVEY CONTROL
 MC1263  ______________________________________________________________________
 MC1263* NAD 83(1995) POSITION- 41 50 53.16124(N) 083 00 06.81275(W)   ADJUSTED
 MC1263* NAVD 88 ORTHO HEIGHT -   175.    (meters)      574.    (feet) SCALED
 MC1263  ______________________________________________________________________
 MC1263  GEOID HEIGHT    -        -36.043 (meters)                     EGM08
 MC1263  HORZ ORDER      -  FIRST
 MC1263
 MC1263.The positional and height information provided upon this datasheet are not
 MC1263.officially recognized by the Government of Canada, provincial governments
 MC1263.within Canada, nor are they intended to replace or substitute for them.
 MC1263.The intent of sharing this data is to allow access to positions or heights
 MC1263.recognized by the United States Government. Passive control that is used by
 MC1263.both nations may share the same or similar designations or descriptions but
 MC1263.do not share official positions or heights. The 'Station Description' may
 MC1263.originate from a Canadian 'Station Report' and if so contains information
 MC1263.licensed under the 'Open Government License - Canada'.
 MC1263
 MC1263.The horizontal coordinates were established by classical geodetic methods
 MC1263.and adjusted by the National Geodetic Survey in April 1998.
 MC1263
 MC1263.The orthometric height was scaled from a topographic map.
 MC1263
 MC1263.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC1263
 MC1263.Click photographs - Photos may exist for this station.
 MC1263
 MC1263. The following values were computed from the NAD 83(1995) position.
 MC1263
 MC1263;                    North         East     Units Scale Factor Converg.
 MC1263;UTM  17      - 4,634,848.581   333,810.545   MT  0.99993987   -1 20 09.2
 MC1263
 MC1263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1263!UTM  17      -   0.99997824  x   0.99993987  =   0.99991811
 MC1263
 MC1263:                Primary Azimuth Mark                     Grid Az
 MC1263:UTM  17      -  POINT PELEE                              099 21 21.9
 MC1263
 MC1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3381034848(NAD 83)
 MC1263
 MC1263|---------------------------------------------------------------------|
 MC1263| PID    Reference Object                     Distance      Geod. Az  |
 MC1263|                                                           dddmmss.s |
 MC1263| MC1241 POINT PELEE                         APPROX.26.7 KM 0980112.7 |
 MC1263|---------------------------------------------------------------------|
 MC1263
 MC1263                          SUPERSEDED SURVEY CONTROL
 MC1263
 MC1263  NAD 83(1986)-  41 50 53.16798(N)    083 00 06.83396(W) AD(       ) 1
 MC1263  NAD 27      -  41 50 52.99900(N)    083 00 07.13300(W) AD(       ) 1
 MC1263  USSD        -  41 50 52.84800(N)    083 00 06.94800(W) AD(       ) 3
 MC1263
 MC1263.Superseded values are not recommended for survey control.
 MC1263
 MC1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1263.See file dsdata.pdf to determine how the superseded data were derived.
 MC1263
 MC1263_MARKER: N = NAIL
 MC1263_SETTING: 0 = UNSPECIFIED SETTING
 MC1263
 MC1263  HISTORY     - Date     Condition        Report By
 MC1263  HISTORY     - 1877     MONUMENTED       USLS
 MC1263  HISTORY     - 1911     GOOD             USLS
 MC1263  HISTORY     - 1953     GOOD             USLS
 MC1263
 MC1263                          STATION DESCRIPTION
 MC1263
 MC1263'DESCRIBED BY US LAKE SURVEY 1911
 MC1263'ON MIDDLE SISTER ISLAND, NEAR WESTERN END OF LAKE ERIE, ABOUT 150
 MC1263'METERS (492 FEET)
 MC1263'NORTH OF SOUTH END OF ISLAND, AND 15 METERS (49 FEET) FROM LAKE
 MC1263'SHORE.  MARKED BY NAIL LEADED IN
 MC1263'SOLID ROCK, 1 OR 2 FEET BELOW SURFACE OF GROUND.
 MC1263'REFERENCE MARKS ARE STONE POSTS AT FOLLOWING
 MC1263'DISTANCES AND BEARINGS FROM STATION-
 MC1263'21.9 METERS (72 FEET), S. 39 DEG. 57 MIN. W., 32.8 METERS (108
 MC1263'FEET0, N. 33 DEG. 49 MIN. E., AND 21.9 METERS (72
 MC1263'FEET), S. 43 DEG. 23 MIN. E.
 MC1263
 MC1263                          STATION RECOVERY (1953)
 MC1263
 MC1263'RECOVERY NOTE BY US LAKE SURVEY 1953 (CBF)
 MC1263'STATION, AND REFERENCE MARKS RECOVERED.  RM 2 WAS FOUND ON ITS SIDE
 MC1263'AND REPLACED IN
 MC1263'1942.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0957 ***********************************************************************
 TC0957  DESIGNATION -  MILL
 TC0957  PID         -  TC0957
 TC0957  STATE/COUNTY-  ON/RAINY RIVER
 TC0957  COUNTRY     -  CANADA
 TC0957  NTS MAPSHEET-  PINEWOOD (2020)
 TC0957
 TC0957                         *CURRENT SURVEY CONTROL
 TC0957  ______________________________________________________________________
 TC0957* NAD 83(1996) POSITION- 48 42 13.21615(N) 094 25 43.97361(W)   ADJUSTED
 TC0957* NAVD 88 ORTHO HEIGHT -   329.    (meters)     1079.    (feet) SCALED
 TC0957  ______________________________________________________________________
 TC0957  GEOID HEIGHT    -        -29.151 (meters)                     EGM08
 TC0957  HORZ ORDER      -  THIRD
 TC0957
 TC0957.The positional and height information provided upon this datasheet are not
 TC0957.officially recognized by the Government of Canada, provincial governments
 TC0957.within Canada, nor are they intended to replace or substitute for them.
 TC0957.The intent of sharing this data is to allow access to positions or heights
 TC0957.recognized by the United States Government. Passive control that is used by
 TC0957.both nations may share the same or similar designations or descriptions but
 TC0957.do not share official positions or heights. The 'Station Description' may
 TC0957.originate from a Canadian 'Station Report' and if so contains information
 TC0957.licensed under the 'Open Government License - Canada'.
 TC0957
 TC0957.The horizontal coordinates were established by classical geodetic methods
 TC0957.and adjusted by the National Geodetic Survey in March 1999.
 TC0957
 TC0957.The orthometric height was scaled from a topographic map.
 TC0957
 TC0957.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0957
 TC0957.Click photographs - Photos may exist for this station.
 TC0957
 TC0957. The following values were computed from the NAD 83(1996) position.
 TC0957
 TC0957;                    North         East     Units Scale Factor Converg.
 TC0957;UTM  15      - 5,395,500.138   394,870.793   MT  0.99973578   -1 04 25.1
 TC0957
 TC0957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0957!UTM  15      -   0.99995295  x   0.99973578  =   0.99968875
 TC0957
 TC0957:                Primary Azimuth Mark                     Grid Az
 TC0957:UTM  15      -  LUNCH                                    077 20 55.0
 TC0957
 TC0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP9487095500(NAD 83)
 TC0957
 TC0957|---------------------------------------------------------------------|
 TC0957| PID    Reference Object                     Distance      Geod. Az  |
 TC0957|                                                           dddmmss.s |
 TC0957| TC0951 LUNCH                               477.323 METERS 0761629.9 |
 TC0957| TC1254 WILLIAMS                            260.422 METERS 15443     |
 TC0957|---------------------------------------------------------------------|
 TC0957
 TC0957                          SUPERSEDED SURVEY CONTROL
 TC0957
 TC0957  NAD 83(1986)-  48 42 13.19698(N)    094 25 43.96440(W) AD(       ) 3
 TC0957
 TC0957.Superseded values are not recommended for survey control.
 TC0957
 TC0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0957.See file dsdata.pdf to determine how the superseded data were derived.
 TC0957
 TC0957_MARKER: X = CHISELED CROSS
 TC0957_SETTING: 80 = SET IN A BOULDER
 TC0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0957+STABILITY: SURFACE MOTION
 TC0957
 TC0957  HISTORY     - Date     Condition        Report By
 TC0957  HISTORY     - 1914     MONUMENTED       IBC
 TC0957
 TC0957                          STATION DESCRIPTION
 TC0957
 TC0957'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC0957'ON THE NORTH BANK OF RAINY RIVER, ABOUT SEVEN - EIGHTHS MILE NORTHEAST
 TC0957'OF CLEMENTSON, MINN.  THE STATION IS NEAR THE SECTION LINE AND IN THE
 TC0957'EDGE OF A FIELD, THE PROPERTY OF GEORGE SLEEMAN.  IT IS ABOUT 50
 TC0957'METERS EAST OF A SMALL CREEK, 8 METERS ABOVE AND 9 METERS BACK FROM
 TC0957'THE RIVERS EDGE.  A 10 - INCH OAK TREE IS ABOUT 5 METERS SOUTHEAST OF
 TC0957'THE STATION.
 TC0957'
 TC0957'STATION MARK--A CROSS CUT IN A STONE.  SUBSURFACE MARK IS A BALL OF
 TC0957'WIRE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 QJ0195 ***********************************************************************
 QJ0195  DESIGNATION -  MISERY USLS 1904
 QJ0195  PID         -  QJ0195
 QJ0195  STATE/COUNTY-  ON/MANITOULIN
 QJ0195  COUNTRY     -  CANADA
 QJ0195  NTS MAPSHEET-  SILVER WATER (2020)
 QJ0195
 QJ0195                         *CURRENT SURVEY CONTROL
 QJ0195  ______________________________________________________________________
 QJ0195* NAD 83(1986) POSITION- 45 46 36.22370(N) 082 45 19.22172(W)   ADJUSTED
 QJ0195* NAVD 88 ORTHO HEIGHT -   178.    (meters)      584.    (feet) SCALED
 QJ0195  ______________________________________________________________________
 QJ0195  GEOID HEIGHT    -        -37.673 (meters)                     EGM08
 QJ0195  HORZ ORDER      -  SECOND
 QJ0195
 QJ0195.The positional and height information provided upon this datasheet are not
 QJ0195.officially recognized by the Government of Canada, provincial governments
 QJ0195.within Canada, nor are they intended to replace or substitute for them.
 QJ0195.The intent of sharing this data is to allow access to positions or heights
 QJ0195.recognized by the United States Government. Passive control that is used by
 QJ0195.both nations may share the same or similar designations or descriptions but
 QJ0195.do not share official positions or heights. The 'Station Description' may
 QJ0195.originate from a Canadian 'Station Report' and if so contains information
 QJ0195.licensed under the 'Open Government License - Canada'.
 QJ0195
 QJ0195.The horizontal coordinates were established by classical geodetic methods
 QJ0195.and adjusted by the National Geodetic Survey in July 1986.
 QJ0195
 QJ0195.The orthometric height was scaled from a topographic map.
 QJ0195
 QJ0195.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0195
 QJ0195.Click photographs - Photos may exist for this station.
 QJ0195
 QJ0195. The following values were computed from the NAD 83(1986) position.
 QJ0195
 QJ0195;                    North         East     Units Scale Factor Converg.
 QJ0195;UTM  17      - 5,070,739.290   363,534.904   MT  0.99982895   -1 15 29.2
 QJ0195
 QJ0195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0195!UTM  17      -   0.99997801  x   0.99982895  =   0.99980697
 QJ0195
 QJ0195:                Primary Azimuth Mark                     Grid Az
 QJ0195:UTM  17      -  GATACRE USLS 1904                        104 50 50.1
 QJ0195
 QJ0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL6353470739(NAD 83)
 QJ0195
 QJ0195|---------------------------------------------------------------------|
 QJ0195| PID    Reference Object                     Distance      Geod. Az  |
 QJ0195|                                                           dddmmss.s |
 QJ0195| QJ0193 GATACRE USLS 1904                   APPROX. 9.7 KM 1033520.9 |
 QJ0195|---------------------------------------------------------------------|
 QJ0195
 QJ0195                          SUPERSEDED SURVEY CONTROL
 QJ0195
 QJ0195  NAD 27      -  45 46 36.13000(N)    082 45 19.39000(W) AD(       ) 2
 QJ0195
 QJ0195.Superseded values are not recommended for survey control.
 QJ0195
 QJ0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0195.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0195
 QJ0195_MARKER: Z = SEE DESCRIPTION
 QJ0195_SETTING: 0 = UNSPECIFIED SETTING
 QJ0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0195
 QJ0195  HISTORY     - Date     Condition        Report By
 QJ0195  HISTORY     - 1904     MONUMENTED       USLS
 QJ0195
 QJ0195                          STATION DESCRIPTION
 QJ0195
 QJ0195'DESCRIBED BY US LAKE SURVEY 1904
 QJ0195'ON SOUTHERN SHORE OF MANITOULIN ISLAND, ON MISERY POINT, JUST WEST OF
 QJ0195'MISERY BAY, ON
 QJ0195'BANK OF GRAVEL, NEAR LINE OF TREES, AND ABOUT 140 FEET FROM WATER
 QJ0195'LINE.  MARKED BY 1/2-INCH DRILL
 QJ0195'HOLE (1-1/2 INCHES DEEP) IN BOULDER WHICH IS EMBEDDED
 QJ0195'IN GRAVEL.  FOLLOWING DIRECTIONS (WITH GATACRE
 QJ0195'POINT AS INITIAL AT 116 DEGREES 16 MINUTES), AND
 QJ0195'DISTANCES ARE FROM STATION- 14-INCH BIRCH TREE, 71 DEGREES 40
 QJ0195'MIN., 94 FEET, 8-INCH SPRUCE TREE, 52 DEG 15
 QJ0195'MIN, 41.5 FEET, 6-INCH BIRCH TREE, 50 DEG 25 MIN, 34.0 FEET, AND
 QJ0195'8-INCH BIRCH TREE, 8 DEG 10 MIN., 43.8 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 QJ0206 ***********************************************************************
 QJ0206  DESIGNATION -  MONK IBC 1944
 QJ0206  PID         -  QJ0206
 QJ0206  STATE/COUNTY-  ON/MANITOULIN
 QJ0206  COUNTRY     -  CANADA
 QJ0206  NTS MAPSHEET-  MELDRUM BAY (2020)
 QJ0206
 QJ0206                         *CURRENT SURVEY CONTROL
 QJ0206  ______________________________________________________________________
 QJ0206* NAD 83(1986) POSITION- 45 59 07.96914(N) 083 24 38.39221(W)   ADJUSTED
 QJ0206* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 QJ0206  ______________________________________________________________________
 QJ0206  GEOID HEIGHT    -        -37.727 (meters)                     EGM08
 QJ0206  HORZ ORDER      -  THIRD
 QJ0206
 QJ0206.The positional and height information provided upon this datasheet are not
 QJ0206.officially recognized by the Government of Canada, provincial governments
 QJ0206.within Canada, nor are they intended to replace or substitute for them.
 QJ0206.The intent of sharing this data is to allow access to positions or heights
 QJ0206.recognized by the United States Government. Passive control that is used by
 QJ0206.both nations may share the same or similar designations or descriptions but
 QJ0206.do not share official positions or heights. The 'Station Description' may
 QJ0206.originate from a Canadian 'Station Report' and if so contains information
 QJ0206.licensed under the 'Open Government License - Canada'.
 QJ0206
 QJ0206.The horizontal coordinates were established by classical geodetic methods
 QJ0206.and adjusted by the National Geodetic Survey in July 1986.
 QJ0206
 QJ0206.The orthometric height was scaled from a topographic map.
 QJ0206
 QJ0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0206
 QJ0206.Click photographs - Photos may exist for this station.
 QJ0206
 QJ0206. The following values were computed from the NAD 83(1986) position.
 QJ0206
 QJ0206;                    North         East     Units Scale Factor Converg.
 QJ0206;UTM  17      - 5,095,267.240   313,289.898   MT  1.00002857   -1 44 03.0
 QJ0206
 QJ0206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0206!UTM  17      -   0.99997833  x   1.00002857  =   1.00000690
 QJ0206
 QJ0206:                Primary Azimuth Mark                     Grid Az
 QJ0206:UTM  17      -  FLAT                                     228 32 53.9
 QJ0206
 QJ0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL1328995267(NAD 83)
 QJ0206
 QJ0206|---------------------------------------------------------------------|
 QJ0206| PID    Reference Object                     Distance      Geod. Az  |
 QJ0206|                                                           dddmmss.s |
 QJ0206| QJ0207 FLAT                                APPROX. 1.9 KM 2264850.9 |
 QJ0206|---------------------------------------------------------------------|
 QJ0206
 QJ0206                          SUPERSEDED SURVEY CONTROL
 QJ0206
 QJ0206  NAD 27      -  45 59 07.88800(N)    083 24 38.41200(W) AD(       ) 3
 QJ0206
 QJ0206.Superseded values are not recommended for survey control.
 QJ0206
 QJ0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0206.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0206
 QJ0206_MARKER: DH = HORIZONTAL CONTROL DISK
 QJ0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0206+STABILITY: SURFACE MOTION
 QJ0206
 QJ0206  HISTORY     - Date     Condition        Report By
 QJ0206  HISTORY     - 1944     MONUMENTED       IBC
 QJ0206
 QJ0206                          STATION DESCRIPTION
 QJ0206
 QJ0206'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 QJ0206'ON MONK POINT ON THE NW CORNER OF COCKBURN ISLAND, AT THE ENTRACE
 QJ0206'TO FALSE DETOUR CHANNEL.  IT IS ON A HOGBACK RIDGE RUNNING PARALLEL
 QJ0206'TO THE SHORE AND 75 FEET FROM IT, AND 30 FEET INSIDE THE TREE LINE.
 QJ0206'IT IS ABOUT 250 FEET S OF THE EXTREME NW TIP OF THE POINT AND THE
 QJ0206'SAME DISTANCE FROM THE SW TIP OF THIS FLAT POINT.  AN 18-FOOT
 QJ0206'TOWER WAS BUILT OVER THE STATION.
 QJ0206'
 QJ0206'STATION MARK IS A STANDARD BRONZE I B C DISK IN USUAL CONCRETE
 QJ0206'CYLINDER SET WITH TOP 8 INCHES ABOVE THE GROUND IN A LARGE CAIRN OF
 QJ0206'PURE WHITE ROCKS.  THE SUBSURFACE MARK IS THE USUAL COPPER WIRE IN
 QJ0206'A CONCRETE CYLINDER SET WITH TOP 12 INCHES UNDER THE SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TA0115 ***********************************************************************
 TA0115  DESIGNATION -  MOWE
 TA0115  PID         -  TA0115
 TA0115  STATE/COUNTY-  ON/THUNDER BAY
 TA0115  COUNTRY     -  CANADA
 TA0115  NTS MAPSHEET-  MOWE LAKE (2020)
 TA0115
 TA0115                         *CURRENT SURVEY CONTROL
 TA0115  ______________________________________________________________________
 TA0115* NAD 83(1996) POSITION- 48 21 54.49214(N) 090 44 39.45004(W)   ADJUSTED
 TA0115* NAVD 88 ORTHO HEIGHT -   518.    (meters)     1699.    (feet) SCALED
 TA0115  ______________________________________________________________________
 TA0115  GEOID HEIGHT    -        -33.296 (meters)                     EGM08
 TA0115  HORZ ORDER      -  FIRST
 TA0115
 TA0115.The positional and height information provided upon this datasheet are not
 TA0115.officially recognized by the Government of Canada, provincial governments
 TA0115.within Canada, nor are they intended to replace or substitute for them.
 TA0115.The intent of sharing this data is to allow access to positions or heights
 TA0115.recognized by the United States Government. Passive control that is used by
 TA0115.both nations may share the same or similar designations or descriptions but
 TA0115.do not share official positions or heights. The 'Station Description' may
 TA0115.originate from a Canadian 'Station Report' and if so contains information
 TA0115.licensed under the 'Open Government License - Canada'.
 TA0115
 TA0115.The horizontal coordinates were established by classical geodetic methods
 TA0115.and adjusted by the National Geodetic Survey in March 1999.
 TA0115
 TA0115.The orthometric height was scaled from a topographic map.
 TA0115
 TA0115.Significant digits in the geoid height do not necessarily reflect accuracy.
 TA0115
 TA0115.Click photographs - Photos may exist for this station.
 TA0115
 TA0115. The following values were computed from the NAD 83(1996) position.
 TA0115
 TA0115;                    North         East     Units Scale Factor Converg.
 TA0115;UTM  15      - 5,359,343.528   667,069.889   MT  0.99994296   +1 41 10.6
 TA0115
 TA0115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TA0115!UTM  15      -   0.99992400  x   0.99994296  =   0.99986697
 TA0115
 TA0115:                Primary Azimuth Mark                     Grid Az
 TA0115:UTM  15      -  GUNFLINT                                 153 11 22.4
 TA0115
 TA0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UXP6706959343(NAD 83)
 TA0115
 TA0115|---------------------------------------------------------------------|
 TA0115| PID    Reference Object                     Distance      Geod. Az  |
 TA0115|                                                           dddmmss.s |
 TA0115| TA0116 GUNFLINT                            APPROX.27.7 KM 1545233.0 |
 TA0115|---------------------------------------------------------------------|
 TA0115
 TA0115                          SUPERSEDED SURVEY CONTROL
 TA0115
 TA0115  NAD 83(1986)-  48 21 54.48746(N)    090 44 39.42317(W) AD(       ) 1
 TA0115  NAD 27      -  48 21 54.89600(N)    090 44 39.04400(W) AD(       ) 1
 TA0115
 TA0115.Superseded values are not recommended for survey control.
 TA0115
 TA0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TA0115.See file dsdata.pdf to determine how the superseded data were derived.
 TA0115
 TA0115_MARKER: B = BOLT
 TA0115_SETTING: 0 = UNSPECIFIED SETTING
 TA0115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TA0115
 TA0115  HISTORY     - Date     Condition        Report By
 TA0115  HISTORY     - 1915     MONUMENTED       GSC
 TA0115
 TA0115                          STATION DESCRIPTION
 TA0115
 TA0115'DESCRIBED BY GEODETIC SURVEY OF CANADA 1915
 TA0115'ON SUMMIT OF HEAVILY WOODED, FLAT RIDGE, ABOUT 1 MILE NORTHWEST
 TA0115'OF NORTHWEST ANGLE OF MOWE LAKE.  MOWE LAKE IS ABOUT 2 MILES
 TA0115'NORTHEAST FROM NORTHEAST ANGLE OF SAGANAGA LAKE.  MARKED BY
 TA0115'COPPER BOLT STAMPED G.S.C. 1915 IN SOLID ROCK.  THREE REFERENCE
 TA0115'BOLTS ARE AS FOLLOWS--NO. 1, 12.07 METERS (39.6 FEET) FROM
 TA0115'STATION S 11 DEG 38 MIN W.  NO. 2, 39.69 METERS (130.2
 TA0115'FEET) FROM STATION N 57 DEG 14 MIN W.  AND NO. 3, 12.67
 TA0115'METERS (41.6 FEET) FROM STATION  N 48 DEG 23 MIN E.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0905 ***********************************************************************
 RJ0905  DESIGNATION -  MUD IBC 1944
 RJ0905  PID         -  RJ0905
 RJ0905  STATE/COUNTY-  ON/ALGOMA
 RJ0905  COUNTRY     -  CANADA
 RJ0905  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ0905
 RJ0905                         *CURRENT SURVEY CONTROL
 RJ0905  ______________________________________________________________________
 RJ0905* NAD 83(1986) POSITION- 46 18 35.71837(N) 084 06 57.32318(W)   ADJUSTED
 RJ0905* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0905  ______________________________________________________________________
 RJ0905  GEOID HEIGHT    -        -37.077 (meters)                     EGM08
 RJ0905  HORZ ORDER      -  THIRD
 RJ0905
 RJ0905.The positional and height information provided upon this datasheet are not
 RJ0905.officially recognized by the Government of Canada, provincial governments
 RJ0905.within Canada, nor are they intended to replace or substitute for them.
 RJ0905.The intent of sharing this data is to allow access to positions or heights
 RJ0905.recognized by the United States Government. Passive control that is used by
 RJ0905.both nations may share the same or similar designations or descriptions but
 RJ0905.do not share official positions or heights. The 'Station Description' may
 RJ0905.originate from a Canadian 'Station Report' and if so contains information
 RJ0905.licensed under the 'Open Government License - Canada'.
 RJ0905
 RJ0905.The horizontal coordinates were established by classical geodetic methods
 RJ0905.and adjusted by the National Geodetic Survey in July 1986.
 RJ0905
 RJ0905.The orthometric height was scaled from a topographic map.
 RJ0905
 RJ0905.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0905
 RJ0905.Click photographs - Photos may exist for this station.
 RJ0905
 RJ0905. The following values were computed from the NAD 83(1986) position.
 RJ0905
 RJ0905;                    North         East     Units Scale Factor Converg.
 RJ0905;UTM  16      - 5,132,525.901   722,066.441   MT  1.00020623   +2 05 10.6
 RJ0905
 RJ0905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0905!UTM  16      -   0.99997822  x   1.00020623  =   1.00018445
 RJ0905
 RJ0905:                Primary Azimuth Mark                     Grid Az
 RJ0905:UTM  16      -  59 NEEBISH                               275 31 22.2
 RJ0905
 RJ0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2206632525(NAD 83)
 RJ0905
 RJ0905|---------------------------------------------------------------------|
 RJ0905| PID    Reference Object                     Distance      Geod. Az  |
 RJ0905|                                                           dddmmss.s |
 RJ0905| RJ0933 59 NEEBISH                          APPROX. 0.9 KM 2773632.8 |
 RJ0905| RJ0916 HARWOOD PT FRONT RNG RED LIGHT      APPROX. 1.3 KM 3433054.0 |
 RJ0905| RJ0912 HARWOOD PT FRNT RNG WHITE LGHT      APPROX. 1.3 KM 3460229.0 |
 RJ0905|---------------------------------------------------------------------|
 RJ0905
 RJ0905                          SUPERSEDED SURVEY CONTROL
 RJ0905
 RJ0905  NAD 27      -  46 18 35.66000(N)    084 06 57.22100(W) AD(       ) 3
 RJ0905
 RJ0905.Superseded values are not recommended for survey control.
 RJ0905
 RJ0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0905.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0905
 RJ0905_MARKER: H = DRILL HOLE
 RJ0905_SETTING: 80 = SET IN A BOULDER
 RJ0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0905+STABILITY: SURFACE MOTION
 RJ0905
 RJ0905  HISTORY     - Date     Condition        Report By
 RJ0905  HISTORY     - 1944     MONUMENTED       IBC
 RJ0905  HISTORY     - 1958     GOOD             IBC
 RJ0905
 RJ0905                          STATION DESCRIPTION
 RJ0905
 RJ0905'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RJ0905'ON THE S ONE OF SEVERAL LOW ROCKY ISLETS COVERED BY BRUSH LOCATED
 RJ0905'IN NE PART OF LITTLE MUD LAKE OFF STRIBLING POINT AT THE LOWER END
 RJ0905'OF THE EAST NEEBISH CHANNEL.  ON THE SW CORNER OF THE ISLAND, AT THE
 RJ0905'EDGE OF THE WATER, AND ALSO AT THE EDGE OF THE BUSHES ON THE POINT.
 RJ0905'
 RJ0905'STATION MARK IS A 1/2-INCH DRILL HOLE IN A FLAT ROCK 3 BY 4 FEET BY
 RJ0905'6 INCHES HIGH.  THE MARK IS NEAR THE W SIDE OF THE ROCK.
 RJ0905
 RJ0905                          STATION RECOVERY (1958)
 RJ0905
 RJ0905'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0905'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0963 ***********************************************************************
 TC0963  DESIGNATION -  MUIR
 TC0963  PID         -  TC0963
 TC0963  STATE/COUNTY-  ON/RAINY RIVER
 TC0963  COUNTRY     -  CANADA
 TC0963  NTS MAPSHEET-  PINEWOOD (2020)
 TC0963
 TC0963                         *CURRENT SURVEY CONTROL
 TC0963  ______________________________________________________________________
 TC0963* NAD 83(1996) POSITION- 48 38 37.31305(N) 094 00 59.80424(W)   ADJUSTED
 TC0963* NAVD 88 ORTHO HEIGHT -   329.    (meters)     1079.    (feet) SCALED
 TC0963  ______________________________________________________________________
 TC0963  GEOID HEIGHT    -        -29.646 (meters)                     EGM08
 TC0963  HORZ ORDER      -  THIRD
 TC0963
 TC0963.The positional and height information provided upon this datasheet are not
 TC0963.officially recognized by the Government of Canada, provincial governments
 TC0963.within Canada, nor are they intended to replace or substitute for them.
 TC0963.The intent of sharing this data is to allow access to positions or heights
 TC0963.recognized by the United States Government. Passive control that is used by
 TC0963.both nations may share the same or similar designations or descriptions but
 TC0963.do not share official positions or heights. The 'Station Description' may
 TC0963.originate from a Canadian 'Station Report' and if so contains information
 TC0963.licensed under the 'Open Government License - Canada'.
 TC0963
 TC0963.The horizontal coordinates were established by classical geodetic methods
 TC0963.and adjusted by the National Geodetic Survey in March 1999.
 TC0963
 TC0963.The orthometric height was scaled from a topographic map.
 TC0963
 TC0963.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0963
 TC0963.Click photographs - Photos may exist for this station.
 TC0963
 TC0963. The following values were computed from the NAD 83(1996) position.
 TC0963
 TC0963;                    North         East     Units Scale Factor Converg.
 TC0963;UTM  15      - 5,388,347.320   425,113.962   MT  0.99966890   -0 45 47.2
 TC0963
 TC0963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0963!UTM  15      -   0.99995303  x   0.99966890  =   0.99962194
 TC0963
 TC0963:                Primary Azimuth Mark                     Grid Az
 TC0963:UTM  15      -  SQUARE                                   083 16 06.0
 TC0963
 TC0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP2511388347(NAD 83)
 TC0963
 TC0963|---------------------------------------------------------------------|
 TC0963| PID    Reference Object                     Distance      Geod. Az  |
 TC0963|                                                           dddmmss.s |
 TC0963| TC1218 SQUARE                              APPROX. 0.6 KM 0823018.8 |
 TC0963|---------------------------------------------------------------------|
 TC0963
 TC0963                          SUPERSEDED SURVEY CONTROL
 TC0963
 TC0963  NAD 83(1986)-  48 38 37.29944(N)    094 00 59.80174(W) AD(       ) 3
 TC0963
 TC0963.Superseded values are not recommended for survey control.
 TC0963
 TC0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0963.See file dsdata.pdf to determine how the superseded data were derived.
 TC0963
 TC0963_MARKER: X = CHISELED CROSS
 TC0963_SETTING: 80 = SET IN A BOULDER
 TC0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0963+STABILITY: SURFACE MOTION
 TC0963
 TC0963  HISTORY     - Date     Condition        Report By
 TC0963  HISTORY     - 1913     MONUMENTED       IBC
 TC0963
 TC0963                          STATION DESCRIPTION
 TC0963
 TC0963'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (ERM)
 TC0963'ON THE NORTH BANK OF RAINY RIVER, ABOUT 2 MILES EAST OF THE HEAD OF
 TC0963'LONG SAULT RAPIDS AND 1-1/2 MILES WEST OF BARWICK, ONTARIO.  THE
 TC0963'STATION IS ABOUT 2 METERS NORTHEAST OF A FRAME HOUSE OWNED BY WILLIAM
 TC0963'MUIR.  IT IS ABOUT 6 METERS ABOVE THE WATER.
 TC0963'
 TC0963'STATION MARK--A CROSS CUT IN A STONE.  SUBSURFACE MARK IS A BOTTLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0964 ***********************************************************************
 TC0964  DESIGNATION -  MULDOON
 TC0964  PID         -  TC0964
 TC0964  STATE/COUNTY-  ON/RAINY RIVER
 TC0964  COUNTRY     -  CANADA
 TC0964  NTS MAPSHEET-  PINEWOOD (2020)
 TC0964
 TC0964                         *CURRENT SURVEY CONTROL
 TC0964  ______________________________________________________________________
 TC0964* NAD 83(1996) POSITION- 48 38 48.06385(N) 094 09 15.48895(W)   ADJUSTED
 TC0964* NAVD 88 ORTHO HEIGHT -   332.    (meters)     1089.    (feet) SCALED
 TC0964  ______________________________________________________________________
 TC0964  GEOID HEIGHT    -        -29.441 (meters)                     EGM08
 TC0964  HORZ ORDER      -  THIRD
 TC0964
 TC0964.The positional and height information provided upon this datasheet are not
 TC0964.officially recognized by the Government of Canada, provincial governments
 TC0964.within Canada, nor are they intended to replace or substitute for them.
 TC0964.The intent of sharing this data is to allow access to positions or heights
 TC0964.recognized by the United States Government. Passive control that is used by
 TC0964.both nations may share the same or similar designations or descriptions but
 TC0964.do not share official positions or heights. The 'Station Description' may
 TC0964.originate from a Canadian 'Station Report' and if so contains information
 TC0964.licensed under the 'Open Government License - Canada'.
 TC0964
 TC0964.The horizontal coordinates were established by classical geodetic methods
 TC0964.and adjusted by the National Geodetic Survey in March 1999.
 TC0964
 TC0964.The orthometric height was scaled from a topographic map.
 TC0964
 TC0964.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0964
 TC0964.Click photographs - Photos may exist for this station.
 TC0964
 TC0964. The following values were computed from the NAD 83(1996) position.
 TC0964
 TC0964;                    North         East     Units Scale Factor Converg.
 TC0964;UTM  15      - 5,388,823.513   414,976.563   MT  0.99968881   -0 51 59.5
 TC0964
 TC0964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0964!UTM  15      -   0.99995253  x   0.99968881  =   0.99964135
 TC0964
 TC0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP1497688823(NAD 83)
 TC0964
 TC0964|---------------------------------------------------------------------|
 TC0964| PID    Reference Object                     Distance      Geod. Az  |
 TC0964|                                                           dddmmss.s |
 TC0964| TC0977 OSTER                               377.290 METERS 09616     |
 TC0964| TC1055 BOUNDARY REF MON 139                311.020 METERS 15241     |
 TC0964| TC0823 BARE                                376.257 METERS 22857     |
 TC0964|---------------------------------------------------------------------|
 TC0964
 TC0964                          SUPERSEDED SURVEY CONTROL
 TC0964
 TC0964  NAD 83(1986)-  48 38 48.04832(N)    094 09 15.48185(W) AD(       ) 3
 TC0964
 TC0964.Superseded values are not recommended for survey control.
 TC0964
 TC0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0964.See file dsdata.pdf to determine how the superseded data were derived.
 TC0964
 TC0964_MARKER: X = CHISELED CROSS
 TC0964_SETTING: 80 = SET IN A BOULDER
 TC0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0964+STABILITY: SURFACE MOTION
 TC0964
 TC0964  HISTORY     - Date     Condition        Report By
 TC0964  HISTORY     - 1914     MONUMENTED       IBC
 TC0964
 TC0964                          STATION DESCRIPTION
 TC0964
 TC0964'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC0964'ON THE NORTH BANK OF RAINY RIVER, ABOUT ONE - HALF EAST OF THE
 TC0964'BOUCHERVILLE (ONTARIO) POST OFFICE AND ABOUT ONE - FOURTH MILE WEST OF
 TC0964'AN ISLAND.  THE STATION IS AT THE BASE OF AN 8 - METER BANK AND SOUTH
 TC0964'OF A SMALL CABIN BELONGING TO MR MULDOON.  IT IS ABOUT 2 METERS ABOVE
 TC0964'AND 2 METERS BACK FROM THE RIVERS EDGE.
 TC0964'
 TC0964'STATION MARK--A CROSS CUT IN A STONE.  SUBSURFACE MARK IS A BALL OF
 TC0964'WIRE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0965 ***********************************************************************
 TC0965  DESIGNATION -  MULLEN
 TC0965  PID         -  TC0965
 TC0965  STATE/COUNTY-  ON/RAINY RIVER
 TC0965  COUNTRY     -  CANADA
 TC0965  NTS MAPSHEET-  PINEWOOD (2020)
 TC0965
 TC0965                         *CURRENT SURVEY CONTROL
 TC0965  ______________________________________________________________________
 TC0965* NAD 83(1996) POSITION- 48 38 58.93295(N) 094 10 12.02415(W)   ADJUSTED
 TC0965* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 TC0965  ______________________________________________________________________
 TC0965  GEOID HEIGHT    -        -29.428 (meters)                     EGM08
 TC0965  HORZ ORDER      -  THIRD
 TC0965
 TC0965.The positional and height information provided upon this datasheet are not
 TC0965.officially recognized by the Government of Canada, provincial governments
 TC0965.within Canada, nor are they intended to replace or substitute for them.
 TC0965.The intent of sharing this data is to allow access to positions or heights
 TC0965.recognized by the United States Government. Passive control that is used by
 TC0965.both nations may share the same or similar designations or descriptions but
 TC0965.do not share official positions or heights. The 'Station Description' may
 TC0965.originate from a Canadian 'Station Report' and if so contains information
 TC0965.licensed under the 'Open Government License - Canada'.
 TC0965
 TC0965.The horizontal coordinates were established by classical geodetic methods
 TC0965.and adjusted by the National Geodetic Survey in March 1999.
 TC0965
 TC0965.The orthometric height was scaled from a topographic map.
 TC0965
 TC0965.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0965
 TC0965.Click photographs - Photos may exist for this station.
 TC0965
 TC0965. The following values were computed from the NAD 83(1996) position.
 TC0965
 TC0965;                    North         East     Units Scale Factor Converg.
 TC0965;UTM  15      - 5,389,176.727   413,824.989   MT  0.99969123   -0 52 42.1
 TC0965
 TC0965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0965!UTM  15      -   0.99995347  x   0.99969123  =   0.99964471
 TC0965
 TC0965:                Primary Azimuth Mark                     Grid Az
 TC0965:UTM  15      -  VIPONT                                   107 22 47.6
 TC0965
 TC0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP1382489176(NAD 83)
 TC0965
 TC0965|---------------------------------------------------------------------|
 TC0965| PID    Reference Object                     Distance      Geod. Az  |
 TC0965|                                                           dddmmss.s |
 TC0965| TC1248 VIPONT                              APPROX. 0.7 KM 1063005.5 |
 TC0965| TC0832 BILYEW                              374.017 METERS 16113     |
 TC0965| TC0849 BRINDLE                             434.998 METERS 2215737.9 |
 TC0965|---------------------------------------------------------------------|
 TC0965
 TC0965                          SUPERSEDED SURVEY CONTROL
 TC0965
 TC0965  NAD 83(1986)-  48 38 58.91712(N)    094 10 12.01666(W) AD(       ) 3
 TC0965
 TC0965.Superseded values are not recommended for survey control.
 TC0965
 TC0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0965.See file dsdata.pdf to determine how the superseded data were derived.
 TC0965
 TC0965_MARKER: X = CHISELED CROSS
 TC0965_SETTING: 80 = SET IN A BOULDER
 TC0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0965+STABILITY: SURFACE MOTION
 TC0965
 TC0965  HISTORY     - Date     Condition        Report By
 TC0965  HISTORY     - 1914     MONUMENTED       IBC
 TC0965
 TC0965                          STATION DESCRIPTION
 TC0965
 TC0965'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC0965'ON THE NORTH BANK OF RAINY RIVER, ABOUT 500 METERS WEST OF THE
 TC0965'BOUCHERVILLE (ONTARIO) POST OFFICE.  THE STATION IS ABOUT 1 METER
 TC0965'ABOVE AND 2 METERS BACK FROM THE RIVERS EDGE, AND ABOUT 6 METERS WEST
 TC0965'OF A SMALL CREEK.
 TC0965'
 TC0965'STATION MARK--A CROSS CUT IN A STONE.  SUBSURFACE MARK IS A BALL OF
 TC0965'WIRE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NC0325 ***********************************************************************
 NC0325  DESIGNATION -  N 2
 NC0325  PID         -  NC0325
 NC0325  STATE/COUNTY-  ON/NIAGARA
 NC0325  COUNTRY     -  CANADA
 NC0325  NTS MAPSHEET-  FORT ERIE (2020)
 NC0325
 NC0325                         *CURRENT SURVEY CONTROL
 NC0325  ______________________________________________________________________
 NC0325* NAD 83(1986) POSITION- 42 56 55.8    (N) 078 56 40.7    (W)   HD_HELD2
 NC0325* NAVD 88 ORTHO HEIGHT -   178.077 (meters)      584.24  (feet) ADJUSTED
 NC0325  ______________________________________________________________________
 NC0325  GEOID HEIGHT    -        -36.006 (meters)                     EGM08
 NC0325  DYNAMIC HEIGHT  -        178.031 (meters)      584.09  (feet) COMP
 NC0325  MODELED GRAVITY -    980,358.8   (mgal)                       NAVD 88
 NC0325
 NC0325  VERT ORDER      -  FIRST     CLASS 0
 NC0325
 NC0325.The positional and height information provided upon this datasheet are not
 NC0325.officially recognized by the Government of Canada, provincial governments
 NC0325.within Canada, nor are they intended to replace or substitute for them.
 NC0325.The intent of sharing this data is to allow access to positions or heights
 NC0325.recognized by the United States Government. Passive control that is used by
 NC0325.both nations may share the same or similar designations or descriptions but
 NC0325.do not share official positions or heights. The 'Station Description' may
 NC0325.originate from a Canadian 'Station Report' and if so contains information
 NC0325.licensed under the 'Open Government License - Canada'.
 NC0325
 NC0325.The horizontal coordinates were established by autonomous hand held GPS
 NC0325.observations and have an estimated accuracy of +/- 10 meters.
 NC0325
 NC0325.The orthometric height was determined by differential leveling and
 NC0325.adjusted by the NATIONAL GEODETIC SURVEY
 NC0325.in June 1991.
 NC0325
 NC0325.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC0325
 NC0325.Click photographs - Photos may exist for this station.
 NC0325
 NC0325.The dynamic height is computed by dividing the NAVD 88
 NC0325.geopotential number by the normal gravity value computed on the
 NC0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NC0325.degrees latitude (g = 980.6199 gals.).
 NC0325
 NC0325.The modeled gravity was interpolated from observed gravity values.
 NC0325
 NC0325
 NC0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6767057182(NAD 83)
 NC0325
 NC0325                          SUPERSEDED SURVEY CONTROL
 NC0325
 NC0325  NGVD 29 (??/??/92)  178.230  (m)          584.74   (f) ADJ UNCH    1 0
 NC0325
 NC0325.Superseded values are not recommended for survey control.
 NC0325
 NC0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC0325.See file dsdata.pdf to determine how the superseded data were derived.
 NC0325
 NC0325_STAMPING: PLEASANT 1909 NO. N-2
 NC0325
 NC0325  HISTORY     - Date     Condition        Report By
 NC0325  HISTORY     - 1909     MONUMENTED       USLS
 NC0325  HISTORY     - 1970     GOOD             USLS
 NC0325  HISTORY     - 1988     MARK NOT FOUND   NGS
 NC0325
 NC0325                          STATION DESCRIPTION
 NC0325
 NC0325'DESCRIBED BY US LAKE SURVEY 1970
 NC0325'IN FORT ERIE.
 NC0325'IS IN WELLAND COUNTY, ONTARIO, 2.6 MILES NORTHWEST OF THE
 NC0325'INTERNATIONAL RAILWAY BRIDGE OVER THE NIAGARA RIVER,  1.2 MILES
 NC0325'NORTHWEST OF BRIDGE OVER FRENCHMANS CREEK, 61 FEET SOUTH OF THE
 NC0325'CENTERLINE OF NIAGARA BLVD., 27 FEET EAST OF CENTERLINE OF A ROAD
 NC0325'LEADING SOUTH, ACROSS THE ROAD FROM A HISTORIC SITE SIGN MACKENZIES
 NC0325'CROSSING 1837, 2 FEET WEST OF A CORNER FENCE POST, FLUSH WITH THE
 NC0325'GROUND SURFACE, BEING HIGHEST POINT ON TOP OF BRONZE DISC SET INTO A
 NC0325'5-INCH DIAMETER CONCRETE POST, STAMPED PLEASANT, 1909 NO. N-2.
 NC0325
 NC0325                          STATION RECOVERY (1988)
 NC0325
 NC0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (UNK)
 NC0325'THE MARK WAS LOCATED ABOUT 90.5 KM (56.2 MI) SOUTH-SOUTHEAST OF
 NC0325'TORONTO, 81.4 KM (50.6 MI) EAST-SOUTHEAST OF HAMILTON, 32.0 KM (19.9
 NC0325'MI) SOUTHEAST OF ST CATHARINES AND 21.0 KM (13.1 MI) SOUTH-SOUTHEAST
 NC0325'OF NIAGARA FALLS, NORTHEAST OF FORT ERIE.
 NC0325'
 NC0325'CONCRETE MONUMENT ON THE SOUTH SIDE OF THE NIAGARA PARKWAY, 4.2 KM
 NC0325'(2.6 MI) NORTHWEST OF THE INTERNATIONAL BRIDGE, 1.9 KM (1.2 MI)
 NC0325'NORTHWEST OF FRENCHMAN'S CREEK.
 NC0325'
 NC0325'THE MARK WAS SET 18.6 M (61.0 FT) SOUTH OF THE CENTRE LINE OF PARKWAY
 NC0325'AND 8.2 M (26.9 FT) EAST OF THE CENTRE LINE OF THOMPSON ROAD LEADING
 NC0325'SOUTH.
 NC0325'
 NC0325'NOTE-THE MARK WAS LOOKED FOR AND IS PRESUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DL5272 ***********************************************************************
 DL5272  DESIGNATION -  N ICE
 DL5272  PID         -  DL5272
 DL5272  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 DL5272  COUNTRY     -  CANADA
 DL5272  NTS MAPSHEET-  CORNWALL (2020)
 DL5272
 DL5272                         *CURRENT SURVEY CONTROL
 DL5272  ______________________________________________________________________
 DL5272* NAD 83(1986) POSITION- 45 00 32.60   (N) 074 47 26.91   (W)   HD_HELD1
 DL5272* NAVD 88 ORTHO HEIGHT -    77.927 (meters)      255.67  (feet) ADJUSTED
 DL5272  ______________________________________________________________________
 DL5272  GEOID HEIGHT    -        -31.514 (meters)                     EGM08
 DL5272  DYNAMIC HEIGHT  -         77.926 (meters)      255.66  (feet) COMP
 DL5272  MODELED GRAVITY -    980,598.8   (mgal)                       NAVD 88
 DL5272
 DL5272  VERT ORDER      -  FIRST     CLASS II
 DL5272
 DL5272.The positional and height information provided upon this datasheet are not
 DL5272.officially recognized by the Government of Canada, provincial governments
 DL5272.within Canada, nor are they intended to replace or substitute for them.
 DL5272.The intent of sharing this data is to allow access to positions or heights
 DL5272.recognized by the United States Government. Passive control that is used by
 DL5272.both nations may share the same or similar designations or descriptions but
 DL5272.do not share official positions or heights. The 'Station Description' may
 DL5272.originate from a Canadian 'Station Report' and if so contains information
 DL5272.licensed under the 'Open Government License - Canada'.
 DL5272
 DL5272.The horizontal coordinates were determined by differentially corrected
 DL5272.hand held GPS observations or other comparable positioning techniques
 DL5272.and have an estimated accuracy of +/- 3 meters.
 DL5272
 DL5272.The orthometric height was determined by differential leveling and
 DL5272.adjusted by the NATIONAL GEODETIC SURVEY
 DL5272.in March 2024.
 DL5272
 DL5272.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5272
 DL5272.Click photographs - Photos may exist for this station.
 DL5272
 DL5272.The dynamic height is computed by dividing the NAVD 88
 DL5272.geopotential number by the normal gravity value computed on the
 DL5272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5272.degrees latitude (g = 980.6199 gals.).
 DL5272
 DL5272.The modeled gravity was interpolated from observed gravity values.
 DL5272
 DL5272
 DL5272_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1648483977(NAD 83)
 DL5272
 DL5272                          SUPERSEDED SURVEY CONTROL
 DL5272
 DL5272  NAVD 88 (10/14/09)   77.908  (m)          255.60   (f) SUPERSEDED  1 2
 DL5272
 DL5272.Superseded values are not recommended for survey control.
 DL5272
 DL5272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5272.See file dsdata.pdf to determine how the superseded data were derived.
 DL5272
 DL5272_MARKER: DD = SURVEY DISK
 DL5272_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL5272_SP_SET: DAM DECK
 DL5272_MARK LOGO: NONE
 DL5272_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5272+STABILITY: SURFACE MOTION
 DL5272_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5272+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2022
 DL5272
 DL5272  HISTORY     - Date     Condition        Report By
 DL5272  HISTORY     - 1958     MONUMENTED       ONTAPW
 DL5272  HISTORY     - 20220912 GOOD             NGS
 DL5272
 DL5272                          STATION DESCRIPTION
 DL5272
 DL5272'DESCRIBED BY ONTARIO POWER GENERATION 1958
 DL5272'N-ICE IS THE HIGHEST POINT OF A 2-INCH (5 CM) BRASS DISK SET,
 DL5272'HEXAGONAL IN SHAPE FLUSH IN THE CONCRETE DECK OF THE TOP OF THE
 DL5272'HEADWORK BETWEEN THE FIRST AND SECOND ICE SLUICE, 56 M (183.7 FT)
 DL5272'SOUTH OF THE NORTH END OF THE DAM, 1.81 M (5.9 FT) EAST OF THE WEST
 DL5272'FACE OF THE DAM (HEAD POND) AND 0.5 M (1.6 FT) WEST OF THE WESTERNMOST
 DL5272'RAIL OF THE OVERHEAD GANTRY CRANE.
 DL5272'
 DL5272'NOTE-NO STAMPING.
 DL5272
 DL5272                          STATION RECOVERY (2022)
 DL5272
 DL5272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (JAO)
 DL5272'THE MARK IS LOCATED 4.9 KM (3.0 MI) WEST-SOUTHWEST OF THE CORNWALL,
 DL5272'ONTARIO, CANADA CITY HALL AND WITHIN THE GROUNDS FOR THE ROBERT H.
 DL5272'SAUNDERS POWER DAM, ST. LAWRENCE GENERATING STATION, OPERATED BY
 DL5272'ONTARIO POWER GENERATION (OPG).
 DL5272'
 DL5272'CONTACT THE ENGINEERING DEPARTMENT AT 613-932-3072 TO OBTAIN
 DL5272'PERMISSION TO ACCESS THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TB1046 ***********************************************************************
 TB1046  DESIGNATION -  NAMAKAN WEST BASE
 TB1046  PID         -  TB1046
 TB1046  STATE/COUNTY-  ON/RAINY RIVER
 TB1046  COUNTRY     -  CANADA
 TB1046  NTS MAPSHEET-  NAMAKAN LAKE (2020)
 TB1046
 TB1046                         *CURRENT SURVEY CONTROL
 TB1046  ______________________________________________________________________
 TB1046* NAD 83(1996) POSITION- 48 26 31.63098(N) 092 37 03.91847(W)   ADJUSTED
 TB1046* NAVD 88 ORTHO HEIGHT -   341.    (meters)     1119.    (feet) SCALED
 TB1046  ______________________________________________________________________
 TB1046  GEOID HEIGHT    -        -31.674 (meters)                     EGM08
 TB1046  HORZ ORDER      -  FIRST
 TB1046
 TB1046.The positional and height information provided upon this datasheet are not
 TB1046.officially recognized by the Government of Canada, provincial governments
 TB1046.within Canada, nor are they intended to replace or substitute for them.
 TB1046.The intent of sharing this data is to allow access to positions or heights
 TB1046.recognized by the United States Government. Passive control that is used by
 TB1046.both nations may share the same or similar designations or descriptions but
 TB1046.do not share official positions or heights. The 'Station Description' may
 TB1046.originate from a Canadian 'Station Report' and if so contains information
 TB1046.licensed under the 'Open Government License - Canada'.
 TB1046
 TB1046.The horizontal coordinates were established by classical geodetic methods
 TB1046.and adjusted by the National Geodetic Survey in March 1999.
 TB1046
 TB1046.The orthometric height was scaled from a topographic map.
 TB1046
 TB1046.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB1046
 TB1046.Click photographs - Photos may exist for this station.
 TB1046
 TB1046. The following values were computed from the NAD 83(1996) position.
 TB1046
 TB1046;                    North         East     Units Scale Factor Converg.
 TB1046;UTM  15      - 5,365,512.456   528,269.243   MT  0.99960982   +0 17 09.7
 TB1046
 TB1046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TB1046!UTM  15      -   0.99995148  x   0.99960982  =   0.99956131
 TB1046
 TB1046:                Primary Azimuth Mark                     Grid Az
 TB1046:UTM  15      -  NAMAKAN EAST BASE                        085 02 43.8
 TB1046
 TB1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UWP2826965512(NAD 83)
 TB1046
 TB1046|---------------------------------------------------------------------|
 TB1046| PID    Reference Object                     Distance      Geod. Az  |
 TB1046|                                                           dddmmss.s |
 TB1046| CJ2669 BOUNDARY REF MON 353 CD US                         02935     |
 TB1046| TB1043 NAMAKAN EAST BASE                   APPROX. 7.5 KM 0851953.5 |
 TB1046|---------------------------------------------------------------------|
 TB1046
 TB1046                          SUPERSEDED SURVEY CONTROL
 TB1046
 TB1046  NAD 83(1986)-  48 26 31.63806(N)    092 37 03.95832(W) AD(       ) 1
 TB1046  NAD 27      -  48 26 31.97666(N)    092 37 03.39052(W) AD(       ) 1
 TB1046
 TB1046.Superseded values are not recommended for survey control.
 TB1046
 TB1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB1046.See file dsdata.pdf to determine how the superseded data were derived.
 TB1046
 TB1046
 TB1046  HISTORY     - Date     Condition        Report By
 TB1046  HISTORY     - 1923     MONUMENTED       CGS
 TB1046  HISTORY     - 1925     MARK NOT FOUND   CGS
 TB1046
 TB1046                          STATION DESCRIPTION
 TB1046
 TB1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 TB1046'ON NAMAKAN LAKE, ON EXTREME SOUTHERN END OF BLACKSTONE ISLAND
 TB1046'WHICH IS CONNECTED WITH MAINLAND AT LOW WATER.  MARKED BY
 TB1046'STANDARD STATION DISK IN ROCK.  REFERENCE MONUMENT
 TB1046'353 (IBC).  MARKED BY STANDARD 8-INCH MANGANESE-BRONZE POST OF
 TB1046'INTERNATIONAL BOUNDARY COMMISSION, IS 14.49 METERS (47.5 FEET)
 TB1046'FROM STATION N 29 DEG 44 MIN E.  IN 1925, THE WATER
 TB1046'LEVEL OF NAMAKAN LAKE WAS HIGH, STATION WAS PROBABLY UNDER
 TB1046'SURFACE OF WATER AND WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 OG1171 ***********************************************************************
 OG1171  DESIGNATION -  NAVY
 OG1171  PID         -  OG1171
 OG1171  STATE/COUNTY-  ON/NIAGARA
 OG1171  COUNTRY     -  CANADA
 OG1171  NTS MAPSHEET-  NIAGARA (2020)
 OG1171
 OG1171                         *CURRENT SURVEY CONTROL
 OG1171  ______________________________________________________________________
 OG1171* NAD 83(1996) POSITION- 43 02 56.16339(N) 079 00 36.44952(W)   ADJUSTED
 OG1171* NAVD 88 ORTHO HEIGHT -   175.3   (meters)      575.    (feet) VERTCON
 OG1171  ______________________________________________________________________
 OG1171  GEOID HEIGHT    -        -36.239 (meters)                     EGM08
 OG1171  HORZ ORDER      -  THIRD
 OG1171
 OG1171.The positional and height information provided upon this datasheet are not
 OG1171.officially recognized by the Government of Canada, provincial governments
 OG1171.within Canada, nor are they intended to replace or substitute for them.
 OG1171.The intent of sharing this data is to allow access to positions or heights
 OG1171.recognized by the United States Government. Passive control that is used by
 OG1171.both nations may share the same or similar designations or descriptions but
 OG1171.do not share official positions or heights. The 'Station Description' may
 OG1171.originate from a Canadian 'Station Report' and if so contains information
 OG1171.licensed under the 'Open Government License - Canada'.
 OG1171
 OG1171.The horizontal coordinates were established by classical geodetic methods
 OG1171.and adjusted by the National Geodetic Survey in January 1999.
 OG1171
 OG1171.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG1171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG1171
 OG1171.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG1171
 OG1171.Click photographs - Photos may exist for this station.
 OG1171
 OG1171. The following values were computed from the NAD 83(1996) position.
 OG1171
 OG1171;                    North         East     Units Scale Factor Converg.
 OG1171;UTM  17      - 4,768,170.359   662,064.946   MT  0.99992312   +1 21 31.1
 OG1171
 OG1171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG1171!UTM  17      -   0.99997820  x   0.99992312  =   0.99990132
 OG1171
 OG1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6206468170(NAD 83)
 OG1171
 OG1171                          SUPERSEDED SURVEY CONTROL
 OG1171
 OG1171  NAD 83(1986)-  43 02 56.16916(N)    079 00 36.44741(W) AD(       ) 3
 OG1171  NGVD 29 (12/18/92)  175.4    (m)          575.     (f) VERT ANG       
 OG1171
 OG1171.Superseded values are not recommended for survey control.
 OG1171
 OG1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG1171.See file dsdata.pdf to determine how the superseded data were derived.
 OG1171
 OG1171_MARKER: DE = TRAVERSE STATION DISK
 OG1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG1171_MAGNETIC: N = NO MAGNETIC MATERIAL
 OG1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG1171+STABILITY: SURFACE MOTION
 OG1171
 OG1171  HISTORY     - Date     Condition        Report By
 OG1171  HISTORY     - 1982     MONUMENTED       NOS
 OG1171
 OG1171                          STATION DESCRIPTION
 OG1171
 OG1171'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 OG1171'THE STATION IS LOCATED NEAR THE SOUTHERNMOST POINT OF NAVY
 OG1171'ISLAND ON CANADIAN TERRITORY NEAR THE NORTHERNMOST POINT OF
 OG1171'JUNCTION OF THE CHIPPEWA AND TONAWANDA CHANNELS OF THE NIAGARA
 OG1171'RIVER.
 OG1171'
 OG1171'TO REACH THE STATION FROM BIG SIXMILE CREEK MARINA IN GRAND
 OG1171'ISLAND, NEW YORK LAUNCH A SKIFF AND PROCEED NORTHWESTWARD
 OG1171'OUT OF THE CREEK TO THE CHIPPEWA CHANNEL OF THE NIAGARA RIVER.
 OG1171'THENCE PROCEED NORTHWARD TO THE FIRST SMALL CLEAR MINI BLUFF
 OG1171'WEST OF THE SOUTHERNMOST TIP OF NAVY ISLAND.  LAND THE SKIFF
 OG1171'AND WALK UP THE MINI BLUFF TO THE STATION.
 OG1171'
 OG1171'THE STATION IS A PLAIN BRASS DISK
 OG1171'STAMPED---NAVY 1982---,
 OG1171'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 OG1171'FLUSH WITH GROUND.  IT IS LOCATED
 OG1171'9.40 METERS (30.8 FT) WEST-NORTHWEST FROM THE CENTER OF A 50 CM
 OG1171'(20 INCH) DIAMETER OAK TREE,
 OG1171'6.70 METERS (22.0 FT) SOUTH-SOUTHWEST FROM THE CENTER OF A 20 CM
 OG1171'(8 INCH) DIAMETER APPLE TREE,
 OG1171'2.35 METERS (7.7 FT) EAST-SOUTHEAST FROM THE CENTER OF A 61 CM
 OG1171'(24 INCH) DIAMETER OAK TREE,  AND
 OG1171'2.0 METERS (6.6 FT) NORTH OF THE EDGE OF
 OG1171'THE STEEP BANK OF THE MINI BLUFF.
 OG1171'
 OG1171'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.857 METERS.
 OG1171'
 OG1171'DESCRIBED BY C. MIDDLETON.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 OG0931 ***********************************************************************
 OG0931  DESIGNATION -  NAVY 2 IBC
 OG0931  PID         -  OG0931
 OG0931  STATE/COUNTY-  ON/NIAGARA
 OG0931  COUNTRY     -  CANADA
 OG0931  NTS MAPSHEET-  NIAGARA (2020)
 OG0931
 OG0931                         *CURRENT SURVEY CONTROL
 OG0931  ______________________________________________________________________
 OG0931* NAD 83(1996) POSITION- 43 02 59.24764(N) 079 00 27.83197(W)   ADJUSTED
 OG0931* NAVD 88 ORTHO HEIGHT -   176.0   (meters)      577.    (feet) VERTCON
 OG0931  ______________________________________________________________________
 OG0931  GEOID HEIGHT    -        -36.240 (meters)                     EGM08
 OG0931  HORZ ORDER      -  SECOND
 OG0931
 OG0931.The positional and height information provided upon this datasheet are not
 OG0931.officially recognized by the Government of Canada, provincial governments
 OG0931.within Canada, nor are they intended to replace or substitute for them.
 OG0931.The intent of sharing this data is to allow access to positions or heights
 OG0931.recognized by the United States Government. Passive control that is used by
 OG0931.both nations may share the same or similar designations or descriptions but
 OG0931.do not share official positions or heights. The 'Station Description' may
 OG0931.originate from a Canadian 'Station Report' and if so contains information
 OG0931.licensed under the 'Open Government License - Canada'.
 OG0931
 OG0931.The horizontal coordinates were established by classical geodetic methods
 OG0931.and adjusted by the National Geodetic Survey in January 1999.
 OG0931
 OG0931.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0931
 OG0931.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0931
 OG0931.Click photographs - Photos may exist for this station.
 OG0931
 OG0931. The following values were computed from the NAD 83(1996) position.
 OG0931
 OG0931;                    North         East     Units Scale Factor Converg.
 OG0931;UTM  17      - 4,768,270.129   662,257.652   MT  0.99992389   +1 21 37.0
 OG0931
 OG0931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0931!UTM  17      -   0.99997808  x   0.99992389  =   0.99990197
 OG0931
 OG0931:                Primary Azimuth Mark                     Grid Az
 OG0931:UTM  17      -  REF MON 23 41 IWC                        053 26 26.8
 OG0931
 OG0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6225768270(NAD 83)
 OG0931
 OG0931|---------------------------------------------------------------------|
 OG0931| PID    Reference Object                     Distance      Geod. Az  |
 OG0931|                                                           dddmmss.s |
 OG0931| OG0724 REF MON 23 41 IWC                   APPROX. 1.1 KM 0544803.8 |
 OG0931| OG0723 GRAND IS RAD STA WHLD E MAST        APPROX. 5.1 KM 1643443.9 |
 OG0931| OG0644 GRAND IS RAD STA WHLD W MAST        APPROX. 5.1 KM 1660820.9 |
 OG0931|---------------------------------------------------------------------|
 OG0931
 OG0931                          SUPERSEDED SURVEY CONTROL
 OG0931
 OG0931  NAD 83(1986)-  43 02 59.25350(N)    079 00 27.82980(W) AD(       ) 2
 OG0931  NAD 27      -  43 02 59.04800(N)    079 00 28.67600(W) AD(       ) 2
 OG0931  NGVD 29 (07/19/86)  176.2    (m)          578.     (f) VERT ANG       
 OG0931
 OG0931.Superseded values are not recommended for survey control.
 OG0931
 OG0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0931.See file dsdata.pdf to determine how the superseded data were derived.
 OG0931
 OG0931_MARKER: DD = SURVEY DISK
 OG0931_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OG0931+WITH SETTING: INFORMATION.
 OG0931_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0931
 OG0931  HISTORY     - Date     Condition        Report By
 OG0931  HISTORY     - 1973     MONUMENTED       IBC
 OG0931
 OG0931                          STATION DESCRIPTION
 OG0931
 OG0931'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1973 (CRM)
 OG0931'THE STATION IS LOCATED ON THE SOUTHEAST SIDE OF NAVY ISLAND AND
 OG0931'ABOUT 1/4 MILE NORTHEAST OF THE SOUTH TIP OF THE ISLAND.
 OG0931'
 OG0931'TO REACH THE STATION FROM THE THOMAS E DEWEY THRUWAY TOLL HOUSE ON
 OG0931'THE NORTH END OF GRAND ISLAND, GO SOUTH ON INTERSTATE HIGHWAY 190 FOR
 OG0931'0.4 MILE TO THE FIRST EXIT RAMP, N20A.  BEAR RIGHT ONTO THE EXIT
 OG0931'RAMP AND GO WEST ON THE WEST RIVER PARKWAY FOR 0.35 MILE TO A
 OG0931'PUMPING STATION ON THE RIGHT AND THE END OF TRUCK TRAVEL.  FROM THE
 OG0931'REAR OF THE PUMPING STATION, TAKE A BOAT ON A MAGNETIC BEARING OF
 OG0931'S63 DEGREES W FOR ABOUT 1/2 MILE TO THE SOUTHEAST SIDE OF NAVY
 OG0931'ISLAND AND THE STATION.
 OG0931'
 OG0931'THE STATION MARK, STAMPED NAVY 2 1973, IS A BRONZE DISK CRIMPED TO A
 OG0931'9/16 - INCH IN DIAMETER, COPPER - COATED, STEEL ROD THAT IS DRIVEN
 OG0931'INTO THE GROUND AND PROJECT 6 INCHES.  IT IS 35 FEET NORTHEAST OF A
 OG0931'CLUSTER OF THE THREE BLACK LOCUST TREES, 2.5 FEET NORTH OF A 4 - INCH
 OG0931'IN DIAMETER BLACK LOCUST TREE WITH A SMALL BLAZE AND AT THE EDGE OF
 OG0931'THE RIVER BANK.
 OG0931'
 OG0931'REFERENCE MARKS WERE NOT ESTABLISHED AT THIS STATION.
 OG0931'
 OG0931'THIS STATION IS ON PROPERTY ADMINISTERED BY THE NIAGARA PARKS
 OG0931'COMMISSION.  PERMISSION MUST BE OBTAINED FROM THEM BEFORE USING THIS
 OG0931'STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0923 ***********************************************************************
 RJ0923  DESIGNATION -  NED IBC 1944
 RJ0923  PID         -  RJ0923
 RJ0923  STATE/COUNTY-  ON/ALGOMA
 RJ0923  COUNTRY     -  CANADA
 RJ0923  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ0923
 RJ0923                         *CURRENT SURVEY CONTROL
 RJ0923  ______________________________________________________________________
 RJ0923* NAD 83(1986) POSITION- 46 21 01.83727(N) 084 07 25.45688(W)   ADJUSTED
 RJ0923* NAVD 88 ORTHO HEIGHT -   182.    (meters)      597.    (feet) SCALED
 RJ0923  ______________________________________________________________________
 RJ0923  GEOID HEIGHT    -        -37.110 (meters)                     EGM08
 RJ0923  HORZ ORDER      -  THIRD
 RJ0923
 RJ0923.The positional and height information provided upon this datasheet are not
 RJ0923.officially recognized by the Government of Canada, provincial governments
 RJ0923.within Canada, nor are they intended to replace or substitute for them.
 RJ0923.The intent of sharing this data is to allow access to positions or heights
 RJ0923.recognized by the United States Government. Passive control that is used by
 RJ0923.both nations may share the same or similar designations or descriptions but
 RJ0923.do not share official positions or heights. The 'Station Description' may
 RJ0923.originate from a Canadian 'Station Report' and if so contains information
 RJ0923.licensed under the 'Open Government License - Canada'.
 RJ0923
 RJ0923.The horizontal coordinates were established by classical geodetic methods
 RJ0923.and adjusted by the National Geodetic Survey in July 1986.
 RJ0923
 RJ0923.The orthometric height was scaled from a topographic map.
 RJ0923
 RJ0923.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0923
 RJ0923.Click photographs - Photos may exist for this station.
 RJ0923
 RJ0923. The following values were computed from the NAD 83(1986) position.
 RJ0923
 RJ0923;                    North         East     Units Scale Factor Converg.
 RJ0923;UTM  16      - 5,137,013.685   721,300.845   MT  1.00020205   +2 04 55.3
 RJ0923
 RJ0923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0923!UTM  16      -   0.99997729  x   1.00020205  =   1.00017933
 RJ0923
 RJ0923:                Primary Azimuth Mark                     Grid Az
 RJ0923:UTM  16      -  TS B USLS 1881 ECC 1944                  163 15 51.3
 RJ0923
 RJ0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2130037013(NAD 83)
 RJ0923
 RJ0923|---------------------------------------------------------------------|
 RJ0923| PID    Reference Object                     Distance      Geod. Az  |
 RJ0923|                                                           dddmmss.s |
 RJ0923| RJ0921 TS A USLS 1881                       90.068 METERS 14649     |
 RJ0923| RJ0920 TS B USLS 1881 ECC 1944             463.114 METERS 1652046.6 |
 RJ0923| RJ0934 ELISHA                              430.692 METERS 2655539.2 |
 RJ0923| RJ0940 OSBORNE FLAGPOLE                    APPROX. 1.3 KM 3131503.2 |
 RJ0923|---------------------------------------------------------------------|
 RJ0923
 RJ0923                          SUPERSEDED SURVEY CONTROL
 RJ0923
 RJ0923  NAD 27      -  46 21 01.77300(N)    084 07 25.35500(W) AD(       ) 3
 RJ0923
 RJ0923.Superseded values are not recommended for survey control.
 RJ0923
 RJ0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0923.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0923
 RJ0923_MARKER: H = DRILL HOLE
 RJ0923_SETTING: 66 = SET IN ROCK OUTCROP
 RJ0923_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RJ0923+STABILITY: POSITION/ELEVATION WELL
 RJ0923
 RJ0923  HISTORY     - Date     Condition        Report By
 RJ0923  HISTORY     - 1944     MONUMENTED       IBC
 RJ0923  HISTORY     - 1958     GOOD             IBC
 RJ0923
 RJ0923                          STATION DESCRIPTION
 RJ0923
 RJ0923'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RJ0923'THE STATION IS 200 METERS S OF NED POINT, THE NE POINT OF EAST NEEBISH
 RJ0923'ISLAND, AND ACROSS THE HEAD OF THE RAPIDS IN EAST NEEBISH CHANNEL
 RJ0923'FROM INDIAN POINT ON SUGAR ISLAND.  ON A ROCK OUTCROP 15 FEET BY 25
 RJ0923'FEET BY 3 FEET ABOVE THE WATER AND 50 FEET OFFSHORE AT HIGH WATER.
 RJ0923'THE STATION IS 6 FEET FROM THE END OF THE LEDGE NEAREST SHORE AND
 RJ0923'ABOUT THE CENTER OF THE LEDGE IN THE UP AND DOWN STREAM DIRECTION.
 RJ0923'
 RJ0923'STATION MRK IS A 3/4-INCH DRILL HOLE 3/4 INCH DEEP IN THE SOLID
 RJ0923'LEDGE ROCK.
 RJ0923
 RJ0923                          STATION RECOVERY (1958)
 RJ0923
 RJ0923'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0923'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0901 ***********************************************************************
 RJ0901  DESIGNATION -  NEEB 1944
 RJ0901  PID         -  RJ0901
 RJ0901  STATE/COUNTY-  ON/ALGOMA
 RJ0901  COUNTRY     -  CANADA
 RJ0901  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ0901
 RJ0901                         *CURRENT SURVEY CONTROL
 RJ0901  ______________________________________________________________________
 RJ0901* NAD 83(1986) POSITION- 46 20 16.99728(N) 084 06 48.09309(W)   ADJUSTED
 RJ0901* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0901  ______________________________________________________________________
 RJ0901  GEOID HEIGHT    -        -37.104 (meters)                     EGM08
 RJ0901  HORZ ORDER      -  THIRD
 RJ0901
 RJ0901.The positional and height information provided upon this datasheet are not
 RJ0901.officially recognized by the Government of Canada, provincial governments
 RJ0901.within Canada, nor are they intended to replace or substitute for them.
 RJ0901.The intent of sharing this data is to allow access to positions or heights
 RJ0901.recognized by the United States Government. Passive control that is used by
 RJ0901.both nations may share the same or similar designations or descriptions but
 RJ0901.do not share official positions or heights. The 'Station Description' may
 RJ0901.originate from a Canadian 'Station Report' and if so contains information
 RJ0901.licensed under the 'Open Government License - Canada'.
 RJ0901
 RJ0901.The horizontal coordinates were established by classical geodetic methods
 RJ0901.and adjusted by the National Geodetic Survey in July 1986.
 RJ0901
 RJ0901.The orthometric height was scaled from a topographic map.
 RJ0901
 RJ0901.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0901
 RJ0901.Click photographs - Photos may exist for this station.
 RJ0901
 RJ0901. The following values were computed from the NAD 83(1986) position.
 RJ0901
 RJ0901;                    North         East     Units Scale Factor Converg.
 RJ0901;UTM  16      - 5,135,658.867   722,149.853   MT  1.00020668   +2 05 20.8
 RJ0901
 RJ0901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0901!UTM  16      -   0.99997823  x   1.00020668  =   1.00018490
 RJ0901
 RJ0901:                Primary Azimuth Mark                     Grid Az
 RJ0901:UTM  16      -  BISH IBC 1944                            124 54 15.2
 RJ0901
 RJ0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2214935658(NAD 83)
 RJ0901
 RJ0901|---------------------------------------------------------------------|
 RJ0901| PID    Reference Object                     Distance      Geod. Az  |
 RJ0901|                                                           dddmmss.s |
 RJ0901| RJ0890 BISH IBC 1944                       APPROX. 1.0 KM 1265936.0 |
 RJ0901| RJ0902 TS 32 USLS 1881                     APPROX. 0.6 KM 1842036.0 |
 RJ0901| RJ0907 REF MON 20 IBC ECC 1944             452.185 METERS 3072744.0 |
 RJ0901|---------------------------------------------------------------------|
 RJ0901
 RJ0901                          SUPERSEDED SURVEY CONTROL
 RJ0901
 RJ0901  NAD 27      -  46 20 16.93400(N)    084 06 47.99200(W) AD(       ) 3
 RJ0901
 RJ0901.Superseded values are not recommended for survey control.
 RJ0901
 RJ0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0901.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0901
 RJ0901_MARKER: H = DRILL HOLE
 RJ0901_SETTING: 80 = SET IN A BOULDER
 RJ0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0901+STABILITY: SURFACE MOTION
 RJ0901
 RJ0901  HISTORY     - Date     Condition        Report By
 RJ0901  HISTORY     - 1944     MONUMENTED       IBC
 RJ0901  HISTORY     - 1958     GOOD             IBC
 RJ0901
 RJ0901                          STATION DESCRIPTION
 RJ0901
 RJ0901'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RJ0901'ON THE ROCKY SW POINT OF EAST NEEBISH ISLAND, OPPOSITE THE N END
 RJ0901'OF GAFFNEY ISLAND TO THE SW, AND OPPOSITE THE LOWER END OF THE RAPIDS
 RJ0901'TO THE W.  IT IS 30 FEET UPSTREAM FROM THE EXTREME END OF THE POINT,
 RJ0901'AND 4 FEET FROM THE WATER.
 RJ0901'
 RJ0901'STATION MARK IS A DRILL HOLE IN A TRIANGULAR ROCK, 15 INCHES ON A
 RJ0901'SIDE AND 6 INCHES HIGH.  ICE MIGHT DISTURB THE STATION SOMETIME IN
 RJ0901'THE FUTURE.
 RJ0901
 RJ0901                          STATION RECOVERY (1958)
 RJ0901
 RJ0901'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0901'ECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 OG0253 ***********************************************************************
 OG0253  DESIGNATION -  NFBC
 OG0253  PID         -  OG0253
 OG0253  STATE/COUNTY-  ON/NIAGARA
 OG0253  COUNTRY     -  CANADA
 OG0253  NTS MAPSHEET-  NIAGARA (2020)
 OG0253
 OG0253                         *CURRENT SURVEY CONTROL
 OG0253  ______________________________________________________________________
 OG0253* NAD 83(1986) POSITION- 43 09 09.     (N) 079 02 49.     (W)   SCALED
 OG0253* NAVD 88 ORTHO HEIGHT -   176.075 (meters)      577.67  (feet) POSTED
 OG0253  ______________________________________________________________________
 OG0253  GEOID HEIGHT    -        -36.500 (meters)                     EGM08
 OG0253  DYNAMIC HEIGHT  -        176.03  (meters)      577.5   (feet) COMP
 OG0253  MODELED GRAVITY -    980,379.0   (mgal)                       NAVD 88
 OG0253
 OG0253  VERT ORDER      -  * POSTED, SEE BELOW
 OG0253
 OG0253.The positional and height information provided upon this datasheet are not
 OG0253.officially recognized by the Government of Canada, provincial governments
 OG0253.within Canada, nor are they intended to replace or substitute for them.
 OG0253.The intent of sharing this data is to allow access to positions or heights
 OG0253.recognized by the United States Government. Passive control that is used by
 OG0253.both nations may share the same or similar designations or descriptions but
 OG0253.do not share official positions or heights. The 'Station Description' may
 OG0253.originate from a Canadian 'Station Report' and if so contains information
 OG0253.licensed under the 'Open Government License - Canada'.
 OG0253
 OG0253.The horizontal coordinates were scaled from a map and have
 OG0253.an estimated accuracy of +/- 6 seconds.
 OG0253
 OG0253.The orthometric height was determined by differential leveling
 OG0253.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 OG0253
 OG0253.* This is a POSTED BENCH MARK height.
 OG0253
 OG0253.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0253
 OG0253.Click photographs - Photos may exist for this station.
 OG0253
 OG0253.The dynamic height is computed by dividing the NAVD 88
 OG0253.geopotential number by the normal gravity value computed on the
 OG0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OG0253.degrees latitude (g = 980.6199 gals.).
 OG0253
 OG0253.The modeled gravity was interpolated from observed gravity values.
 OG0253
 OG0253
 OG0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH587796(NAD 83)
 OG0253
 OG0253                          SUPERSEDED SURVEY CONTROL
 OG0253
 OG0253  NGVD 29 (??/??/92)  176.25   (m)          578.2    (f) COMPUTED    1 0
 OG0253
 OG0253.Superseded values are not recommended for survey control.
 OG0253
 OG0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0253.See file dsdata.pdf to determine how the superseded data were derived.
 OG0253
 OG0253_MARKER: DD = SURVEY DISK
 OG0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0253+STABILITY: SURFACE MOTION
 OG0253
 OG0253  HISTORY     - Date     Condition        Report By
 OG0253  HISTORY     - UNK      MONUMENTED       NY4210
 OG0253  HISTORY     - 1970     GOOD             USLS
 OG0253
 OG0253                          STATION DESCRIPTION
 OG0253
 OG0253'DESCRIBED BY US LAKE SURVEY 1970
 OG0253'IN LEWISTON.
 OG0253'A BENCH MARK ESTABLISHED BY THE NIAGARA FALLS BRIDGE COMMISSION, IS
 OG0253'IN LINCOLN COUNTY, ONTARIO, CANADA, AT WEST END AND JUST SOUTH OF
 OG0253'LEWISTON-QUEENSTON BRIDGE, 61.6 FEET SOUTHWESTERLY OF SOUTHWEST
 OG0253'CORNER OF BRIDGE PILLAR, 47.5 FEET NORTHEASTERLY OF A 24-INCH OAK, 42
 OG0253'FEET EAST OF CENTERLINE OF NIAGARA FALLS PARKWAY, 40.6 FEET WEST OF
 OG0253'SOUTHWEST CORNER OF A 4-FOOT HIGH STONE WALL, ABUTTING GORGE,
 OG0253'31.5 FEET NORTH OF A FIRE HYDRANT, ABOUT FLUSH
 OG0253'WITH THE GROUND SURFACE,
 OG0253'BEING HIGHEST POINT ON TOP OF A 2-1/2-INCH DIAMETER BRONZE DISC SET
 OG0253'INTO A 5-INCH DIAMETER CONCRETE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 OG0899 ***********************************************************************
 OG0899  DESIGNATION -  NIAGARA FALLS SKYLON TOWER
 OG0899  PID         -  OG0899
 OG0899  STATE/COUNTY-  ON/NIAGARA
 OG0899  COUNTRY     -  CANADA
 OG0899  NTS MAPSHEET-  NIAGARA (2020)
 OG0899
 OG0899                         *CURRENT SURVEY CONTROL
 OG0899  ______________________________________________________________________
 OG0899* NAD 83(1996) POSITION- 43 05 06.48054(N) 079 04 46.72610(W)   ADJUSTED
 OG0899* NAVD 88 ORTHO HEIGHT -   327.9   (meters)     1076.    (feet) VERTCON
 OG0899  ______________________________________________________________________
 OG0899  GEOID HEIGHT    -        -36.331 (meters)                     EGM08
 OG0899  HORZ ORDER      -  THIRD
 OG0899
 OG0899.The positional and height information provided upon this datasheet are not
 OG0899.officially recognized by the Government of Canada, provincial governments
 OG0899.within Canada, nor are they intended to replace or substitute for them.
 OG0899.The intent of sharing this data is to allow access to positions or heights
 OG0899.recognized by the United States Government. Passive control that is used by
 OG0899.both nations may share the same or similar designations or descriptions but
 OG0899.do not share official positions or heights. The 'Station Description' may
 OG0899.originate from a Canadian 'Station Report' and if so contains information
 OG0899.licensed under the 'Open Government License - Canada'.
 OG0899
 OG0899.The horizontal coordinates were established by classical geodetic methods
 OG0899.and adjusted by the National Geodetic Survey in January 1999.
 OG0899
 OG0899.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0899
 OG0899.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0899
 OG0899.Click photographs - Photos may exist for this station.
 OG0899
 OG0899. The following values were computed from the NAD 83(1996) position.
 OG0899
 OG0899;                    North         East     Units Scale Factor Converg.
 OG0899;UTM  17      - 4,772,058.478   656,310.610   MT  0.99990058   +1 18 43.3
 OG0899
 OG0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0899!UTM  17      -   0.99995427  x   0.99990058  =   0.99985486
 OG0899
 OG0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5631072058(NAD 83)
 OG0899
 OG0899                          SUPERSEDED SURVEY CONTROL
 OG0899
 OG0899  NAD 83(1986)-  43 05 06.48632(N)    079 04 46.72116(W) AD(       ) 3
 OG0899  NAD 27      -  43 05 06.28773(N)    079 04 47.56146(W) AD(       ) 3
 OG0899  NGVD 29 (07/19/86)  328.1    (m)         1076.     (f) VERT ANG       
 OG0899
 OG0899.Superseded values are not recommended for survey control.
 OG0899
 OG0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0899.See file dsdata.pdf to determine how the superseded data were derived.
 OG0899
 OG0899_MARKER: 89 = SPIRE
 OG0899_MAGNETIC: N = NO MAGNETIC MATERIAL
 OG0899
 OG0899  HISTORY     - Date     Condition        Report By
 OG0899  HISTORY     - 1972     FIRST OBSERVED   NGS
 OG0899  HISTORY     - 1980     GOOD             NOS
 OG0899  HISTORY     - 1981     GOOD             NOS
 OG0899  HISTORY     - 1982     GOOD             NOS
 OG0899  HISTORY     - 1983     GOOD             USPSQD
 OG0899  HISTORY     - 1990     GOOD             USPSQD
 OG0899
 OG0899                          STATION DESCRIPTION
 OG0899
 OG0899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (HLM)
 OG0899'A MEASUREMENT WAS MADE FROM TRIANGULATION STATION SKYLON TO THE
 OG0899'SPIRE AND THE DISTANCE TO THE LEADING EDGE WAS FOUND TO BE 1.375
 OG0899'METERS OR 1.977 METERS TO THE CENTER.
 OG0899'
 OG0899'FOR FURTHER INFORMATION OR DESCRIPTION TO REACH, SEE DESCRIPTION
 OG0899'OF TRIANGULATION STATION SKYLON.
 OG0899'
 OG0899'NOTE--THE STATION WAS ALSO INTERSECTED BY TRIANGULATION.
 OG0899
 OG0899                          STATION RECOVERY (1980)
 OG0899
 OG0899'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OG0899'THE STATION WAS RECOVERED AS DESCRIBED.
 OG0899'
 OG0899'RECOVERED BY B DECROIX
 OG0899
 OG0899                          STATION RECOVERY (1981)
 OG0899
 OG0899'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH)
 OG0899'THE TOWER AND SPIRE WERE RECOVERED AS DESCRIBED
 OG0899'IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
 OG0899'
 OG0899'RECOVERED BY J. DUNFORD.
 OG0899
 OG0899                          STATION RECOVERY (1982)
 OG0899
 OG0899'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 OG0899'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 OG0899'
 OG0899'RECOVERED BY C. MIDDLETON.
 OG0899
 OG0899                          STATION RECOVERY (1983)
 OG0899
 OG0899'RECOVERY NOTE BY US POWER SQUADRON 1983 (HEW)
 OG0899'NIAGARA FALLS SKYLON TOWER SPIRE NIAGARA FALLS, ONTARIO RECOVERED
 OG0899'GOOD.
 OG0899
 OG0899                          STATION RECOVERY (1990)
 OG0899
 OG0899'RECOVERY NOTE BY US POWER SQUADRON 1990 (NAZ)
 OG0899'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TB1054 ***********************************************************************
 TB1054  DESIGNATION -  NIX
 TB1054  PID         -  TB1054
 TB1054  STATE/COUNTY-  ON/RAINY RIVER
 TB1054  COUNTRY     -  CANADA
 TB1054  NTS MAPSHEET-  NAMAKAN LAKE (2020)
 TB1054
 TB1054                         *CURRENT SURVEY CONTROL
 TB1054  ______________________________________________________________________
 TB1054* NAD 83(1996) POSITION- 48 29 41.33863(N) 092 38 33.11445(W)   ADJUSTED
 TB1054* NAVD 88 ORTHO HEIGHT -   338.    (meters)     1109.    (feet) SCALED
 TB1054  ______________________________________________________________________
 TB1054  GEOID HEIGHT    -        -31.743 (meters)                     EGM08
 TB1054  HORZ ORDER      -  SECOND
 TB1054
 TB1054.The positional and height information provided upon this datasheet are not
 TB1054.officially recognized by the Government of Canada, provincial governments
 TB1054.within Canada, nor are they intended to replace or substitute for them.
 TB1054.The intent of sharing this data is to allow access to positions or heights
 TB1054.recognized by the United States Government. Passive control that is used by
 TB1054.both nations may share the same or similar designations or descriptions but
 TB1054.do not share official positions or heights. The 'Station Description' may
 TB1054.originate from a Canadian 'Station Report' and if so contains information
 TB1054.licensed under the 'Open Government License - Canada'.
 TB1054
 TB1054.The horizontal coordinates were established by classical geodetic methods
 TB1054.and adjusted by the National Geodetic Survey in March 1999.
 TB1054
 TB1054.The orthometric height was scaled from a topographic map.
 TB1054
 TB1054.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB1054
 TB1054.Click photographs - Photos may exist for this station.
 TB1054
 TB1054. The following values were computed from the NAD 83(1996) position.
 TB1054
 TB1054;                    North         East     Units Scale Factor Converg.
 TB1054;UTM  15      - 5,371,361.076   526,409.510   MT  0.99960857   +0 16 03.7
 TB1054
 TB1054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TB1054!UTM  15      -   0.99995196  x   0.99960857  =   0.99956054
 TB1054
 TB1054:                Primary Azimuth Mark                     Grid Az
 TB1054:UTM  15      -  KNOX                                     105 00 23.9
 TB1054
 TB1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UWP2640971361(NAD 83)
 TB1054
 TB1054|---------------------------------------------------------------------|
 TB1054| PID    Reference Object                     Distance      Geod. Az  |
 TB1054|                                                           dddmmss.s |
 TB1054| TB1055 KNOX                                APPROX. 0.6 KM 1051627.6 |
 TB1054| CJ3399 NIX RM                                4.595 METERS 26829     |
 TB1054|---------------------------------------------------------------------|
 TB1054
 TB1054                          SUPERSEDED SURVEY CONTROL
 TB1054
 TB1054  NAD 83(1986)-  48 29 41.34097(N)    092 38 33.15015(W) AD(       ) 2
 TB1054  NAD 27      -  48 29 41.71941(N)    092 38 32.62068(W) AD(       ) 2
 TB1054  USSD        -  48 29 42.10000(N)    092 38 32.36500(W) AD(       ) 3
 TB1054
 TB1054.Superseded values are not recommended for survey control.
 TB1054
 TB1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB1054.See file dsdata.pdf to determine how the superseded data were derived.
 TB1054
 TB1054_MARKER: DS = TRIANGULATION STATION DISK
 TB1054_SETTING: 66 = SET IN ROCK OUTCROP
 TB1054
 TB1054  HISTORY     - Date     Condition        Report By
 TB1054  HISTORY     - 1923     MONUMENTED       CGS
 TB1054
 TB1054                          STATION DESCRIPTION
 TB1054
 TB1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (CMD)
 TB1054'BETWEEN RAINY LAKE AND NAMAKAN LAKE, 37 MILES EAST OF RANIER,
 TB1054'MINN., AND 9.10 METERS (29.9 FEET) WEST OF NORTH END OF DAM IN
 TB1054'CANADIAN CHANNEL AT KETTLE FALLS, MINN.  MARKED BY STANDARD
 TB1054'STATION DISK IN ROCK.  REFERENCE MARK IS STANDARD
 TB1054'REFERENCE DISK IN ROCK, 4.595 METERS (15.08 FEET)
 TB1054'FROM STATION S 88 DEG 29 MIN W.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0969 ***********************************************************************
 TC0969  DESIGNATION -  NORLAND
 TC0969  PID         -  TC0969
 TC0969  STATE/COUNTY-  ON/RAINY RIVER
 TC0969  COUNTRY     -  CANADA
 TC0969  NTS MAPSHEET-  PINEWOOD (2020)
 TC0969
 TC0969                         *CURRENT SURVEY CONTROL
 TC0969  ______________________________________________________________________
 TC0969* NAD 83(1996) POSITION- 48 42 01.69087(N) 094 16 01.53466(W)   ADJUSTED
 TC0969* NAVD 88 ORTHO HEIGHT -   329.    (meters)     1079.    (feet) SCALED
 TC0969  ______________________________________________________________________
 TC0969  GEOID HEIGHT    -        -29.399 (meters)                     EGM08
 TC0969  HORZ ORDER      -  THIRD
 TC0969
 TC0969.The positional and height information provided upon this datasheet are not
 TC0969.officially recognized by the Government of Canada, provincial governments
 TC0969.within Canada, nor are they intended to replace or substitute for them.
 TC0969.The intent of sharing this data is to allow access to positions or heights
 TC0969.recognized by the United States Government. Passive control that is used by
 TC0969.both nations may share the same or similar designations or descriptions but
 TC0969.do not share official positions or heights. The 'Station Description' may
 TC0969.originate from a Canadian 'Station Report' and if so contains information
 TC0969.licensed under the 'Open Government License - Canada'.
 TC0969
 TC0969.The horizontal coordinates were established by classical geodetic methods
 TC0969.and adjusted by the National Geodetic Survey in March 1999.
 TC0969
 TC0969.The orthometric height was scaled from a topographic map.
 TC0969
 TC0969.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0969
 TC0969.Click photographs - Photos may exist for this station.
 TC0969
 TC0969. The following values were computed from the NAD 83(1996) position.
 TC0969
 TC0969;                    North         East     Units Scale Factor Converg.
 TC0969;UTM  15      - 5,394,933.837   406,768.126   MT  0.99970679   -0 57 07.2
 TC0969
 TC0969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0969!UTM  15      -   0.99995299  x   0.99970679  =   0.99965979
 TC0969
 TC0969:                Primary Azimuth Mark                     Grid Az
 TC0969:UTM  15      -  REF MON 121                              150 11 09.1
 TC0969
 TC0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP0676894933(NAD 83)
 TC0969
 TC0969|---------------------------------------------------------------------|
 TC0969| PID    Reference Object                     Distance      Geod. Az  |
 TC0969|                                                           dddmmss.s |
 TC0969| TC1032 REF MON 121                         460.478 METERS 1491401.9 |
 TC0969| TC0816 ALBERT                              278.624 METERS 16927     |
 TC0969| TC0933 KEROSENE                            330.049 METERS 22720     |
 TC0969| TC1029 BOUNDARY REF MON 120                339.147 METERS 27204     |
 TC0969|---------------------------------------------------------------------|
 TC0969
 TC0969                          SUPERSEDED SURVEY CONTROL
 TC0969
 TC0969  NAD 83(1986)-  48 42 01.67354(N)    094 16 01.52605(W) AD(       ) 3
 TC0969
 TC0969.Superseded values are not recommended for survey control.
 TC0969
 TC0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0969.See file dsdata.pdf to determine how the superseded data were derived.
 TC0969
 TC0969_MARKER: DD = SURVEY DISK
 TC0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0969+STABILITY: SURFACE MOTION
 TC0969
 TC0969  HISTORY     - Date     Condition        Report By
 TC0969  HISTORY     - 1914     MONUMENTED       IBC
 TC0969  HISTORY     - 1957     GOOD             IBC
 TC0969  HISTORY     - 1969     MARK NOT FOUND   IBC
 TC0969
 TC0969                          STATION DESCRIPTION
 TC0969
 TC0969'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC0969'ON THE NORTH BANK OF RAINY RIVER, ABOUT 1-3/4 MILES SOUTHEAST OF
 TC0969'PINEWOOD, ONTARIO.  THE STATION IS IN A HAYFIELD, ABOUT 1 METER INSIDE
 TC0969'A FENCE, 8 METERS NORTH OF THE TOP EDGE OF THE RIVER BANK, AND 35
 TC0969'METERS EAST OF ANOTHER FENCE.
 TC0969'
 TC0969'STATION MARK--A BRONZE DISK SET IN CONCRETE.
 TC0969
 TC0969                          STATION RECOVERY (1957)
 TC0969
 TC0969'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 TC0969'RECOVERED IN GOOD CONDITION.
 TC0969
 TC0969                          STATION RECOVERY (1969)
 TC0969
 TC0969'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1969 (CJG)
 TC0969'AS OLD DESCRIPTION IS USELESS IN FINDING STATION NOW, IT WAS
 TC0969'NOT FOUND AFTER A SHORT SEARCH, BUT IT IS PROBABLY OK, AS WAS FOUND
 TC0969'IN 1957 AND MARKED OK BY NWS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1130 ***********************************************************************
 RJ1130  DESIGNATION -  NORTH SANDY USLS 1895
 RJ1130  PID         -  RJ1130
 RJ1130  STATE/COUNTY-  ON/ALGOMA
 RJ1130  COUNTRY     -  CANADA
 RJ1130  NTS MAPSHEET-  PANCAKE BAY (2020)
 RJ1130
 RJ1130                         *CURRENT SURVEY CONTROL
 RJ1130  ______________________________________________________________________
 RJ1130* NAD 83(1986) POSITION- 46 49 28.63718(N) 084 39 23.89726(W)   ADJUSTED
 RJ1130* NAVD 88 ORTHO HEIGHT -   183.    (meters)      600.    (feet) SCALED
 RJ1130  ______________________________________________________________________
 RJ1130  GEOID HEIGHT    -        -36.976 (meters)                     EGM08
 RJ1130  HORZ ORDER      -  FIRST
 RJ1130
 RJ1130.The positional and height information provided upon this datasheet are not
 RJ1130.officially recognized by the Government of Canada, provincial governments
 RJ1130.within Canada, nor are they intended to replace or substitute for them.
 RJ1130.The intent of sharing this data is to allow access to positions or heights
 RJ1130.recognized by the United States Government. Passive control that is used by
 RJ1130.both nations may share the same or similar designations or descriptions but
 RJ1130.do not share official positions or heights. The 'Station Description' may
 RJ1130.originate from a Canadian 'Station Report' and if so contains information
 RJ1130.licensed under the 'Open Government License - Canada'.
 RJ1130
 RJ1130.The horizontal coordinates were established by classical geodetic methods
 RJ1130.and adjusted by the National Geodetic Survey in July 1986.
 RJ1130
 RJ1130.The orthometric height was scaled from a topographic map.
 RJ1130
 RJ1130.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1130
 RJ1130.Click photographs - Photos may exist for this station.
 RJ1130
 RJ1130. The following values were computed from the NAD 83(1986) position.
 RJ1130
 RJ1130;                    North         East     Units Scale Factor Converg.
 RJ1130;UTM  16      - 5,188,341.452   678,734.442   MT  0.99999266   +1 42 33.8
 RJ1130
 RJ1130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1130!UTM  16      -   0.99997711  x   0.99999266  =   0.99996977
 RJ1130
 RJ1130:                Primary Azimuth Mark                     Grid Az
 RJ1130:UTM  16      -  BATCHEWANA WEST BASE USLS 1895           055 29 20.1
 RJ1130
 RJ1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS7873488341(NAD 83)
 RJ1130
 RJ1130|---------------------------------------------------------------------|
 RJ1130| PID    Reference Object                     Distance      Geod. Az  |
 RJ1130|                                                           dddmmss.s |
 RJ1130| RJ1129 BATCHEWANA WEST BASE USLS 1895      APPROX.10.9 KM 0571153.9 |
 RJ1130|---------------------------------------------------------------------|
 RJ1130
 RJ1130                          SUPERSEDED SURVEY CONTROL
 RJ1130
 RJ1130  NAD 27      -  46 49 28.55010(N)    084 39 23.69160(W) AD(       ) 1
 RJ1130  USSD        -  46 49 29.26200(N)    084 39 22.98700(W) AD(       ) 3
 RJ1130
 RJ1130.Superseded values are not recommended for survey control.
 RJ1130
 RJ1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1130.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1130
 RJ1130_MARKER: Z = SEE DESCRIPTION
 RJ1130_SETTING: 0 = UNSPECIFIED SETTING
 RJ1130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1130
 RJ1130  HISTORY     - Date     Condition        Report By
 RJ1130  HISTORY     - 1895     MONUMENTED       USLS
 RJ1130
 RJ1130                          STATION DESCRIPTION
 RJ1130
 RJ1130'DESCRIBED BY US LAKE SURVEY 1895
 RJ1130'IN WHITEFISH BAY, AT SOUTH END OF NORTH SANDY ISLAND,
 RJ1130'ON RIDGE NEAR EDGE
 RJ1130'OF TIMBER.  MARKED BY CUT STONE, TOP OF WHICH IS 2 FEET BELOW
 RJ1130'SURFACE OF GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0970 ***********************************************************************
 TC0970  DESIGNATION -  NOSE
 TC0970  PID         -  TC0970
 TC0970  STATE/COUNTY-  ON/RAINY RIVER
 TC0970  COUNTRY     -  CANADA
 TC0970  NTS MAPSHEET-  PINEWOOD (2020)
 TC0970
 TC0970                         *CURRENT SURVEY CONTROL
 TC0970  ______________________________________________________________________
 TC0970* NAD 83(1996) POSITION- 48 39 02.16330(N) 094 12 53.21492(W)   ADJUSTED
 TC0970* NAVD 88 ORTHO HEIGHT -   329.    (meters)     1079.    (feet) SCALED
 TC0970  ______________________________________________________________________
 TC0970  GEOID HEIGHT    -        -29.378 (meters)                     EGM08
 TC0970  HORZ ORDER      -  THIRD
 TC0970
 TC0970.The positional and height information provided upon this datasheet are not
 TC0970.officially recognized by the Government of Canada, provincial governments
 TC0970.within Canada, nor are they intended to replace or substitute for them.
 TC0970.The intent of sharing this data is to allow access to positions or heights
 TC0970.recognized by the United States Government. Passive control that is used by
 TC0970.both nations may share the same or similar designations or descriptions but
 TC0970.do not share official positions or heights. The 'Station Description' may
 TC0970.originate from a Canadian 'Station Report' and if so contains information
 TC0970.licensed under the 'Open Government License - Canada'.
 TC0970
 TC0970.The horizontal coordinates were established by classical geodetic methods
 TC0970.and adjusted by the National Geodetic Survey in March 1999.
 TC0970
 TC0970.The orthometric height was scaled from a topographic map.
 TC0970
 TC0970.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0970
 TC0970.Click photographs - Photos may exist for this station.
 TC0970
 TC0970. The following values were computed from the NAD 83(1996) position.
 TC0970
 TC0970;                    North         East     Units Scale Factor Converg.
 TC0970;UTM  15      - 5,389,327.997   410,528.790   MT  0.99969835   -0 54 43.2
 TC0970
 TC0970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0970!UTM  15      -   0.99995299  x   0.99969835  =   0.99965135
 TC0970
 TC0970:                Primary Azimuth Mark                     Grid Az
 TC0970:UTM  15      -  HAY                                      082 17 32.0
 TC0970
 TC0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP1052889327(NAD 83)
 TC0970
 TC0970|---------------------------------------------------------------------|
 TC0970| PID    Reference Object                     Distance      Geod. Az  |
 TC0970|                                                           dddmmss.s |
 TC0970| TC0921 HAY                                 APPROX. 0.5 KM 0812248.8 |
 TC0970| TC1212 SNAG                                445.493 METERS 1245825.1 |
 TC0970| TC1237 TIE                                 329.375 METERS 20743     |
 TC0970| TC0817 ARBOR                               282.308 METERS 27042     |
 TC0970|---------------------------------------------------------------------|
 TC0970
 TC0970                          SUPERSEDED SURVEY CONTROL
 TC0970
 TC0970  NAD 83(1986)-  48 39 02.14681(N)    094 12 53.20656(W) AD(       ) 3
 TC0970
 TC0970.Superseded values are not recommended for survey control.
 TC0970
 TC0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0970.See file dsdata.pdf to determine how the superseded data were derived.
 TC0970
 TC0970_MARKER: X = CHISELED CROSS
 TC0970_SETTING: 80 = SET IN A BOULDER
 TC0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0970+STABILITY: SURFACE MOTION
 TC0970
 TC0970  HISTORY     - Date     Condition        Report By
 TC0970  HISTORY     - 1914     MONUMENTED       IBC
 TC0970
 TC0970                          STATION DESCRIPTION
 TC0970
 TC0970'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC0970'ON THE NORTH BANK OF RAINY RIVER, ABOUT 1-7/8 MILES EAST OF THE
 TC0970'FRONTIER (MINN) STORE.  THE STATION IS ON THE EAST END OF A SMALL
 TC0970'RIDGE, ABOUT 5 METERS ABOVE, AND 11 METERS BACK FROM THE RIVERS EDGE.
 TC0970'A 20 - INCH OAK TREE IS ABOUT 8 METERS SOUTH OF THE STATION.
 TC0970'
 TC0970'STATION MARK--A CROSS CUT IN A STONE.  SUBSURFACE MARK IS A BALL OF
 TC0970'WIRE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NE1349 ***********************************************************************
 NE1349  DESIGNATION -  OJIBWAY STEEL CO CONCRETE STK
 NE1349  PID         -  NE1349
 NE1349  STATE/COUNTY-  ON/ESSEX
 NE1349  COUNTRY     -  CANADA
 NE1349  NTS MAPSHEET-  WINDSOR (2020)
 NE1349
 NE1349                         *CURRENT SURVEY CONTROL
 NE1349  ______________________________________________________________________
 NE1349* NAD 83(1995) POSITION- 42 16 03.89971(N) 083 05 57.36887(W)   ADJUSTED
 NE1349  ______________________________________________________________________
 NE1349  GEOID HEIGHT    -        -35.099 (meters)                     EGM08
 NE1349  HORZ ORDER      -  THIRD
 NE1349
 NE1349.The positional and height information provided upon this datasheet are not
 NE1349.officially recognized by the Government of Canada, provincial governments
 NE1349.within Canada, nor are they intended to replace or substitute for them.
 NE1349.The intent of sharing this data is to allow access to positions or heights
 NE1349.recognized by the United States Government. Passive control that is used by
 NE1349.both nations may share the same or similar designations or descriptions but
 NE1349.do not share official positions or heights. The 'Station Description' may
 NE1349.originate from a Canadian 'Station Report' and if so contains information
 NE1349.licensed under the 'Open Government License - Canada'.
 NE1349
 NE1349.The horizontal coordinates were established by classical geodetic methods
 NE1349.and adjusted by the National Geodetic Survey in April 1998.
 NE1349
 NE1349.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1349
 NE1349.Click photographs - Photos may exist for this station.
 NE1349
 NE1349. The following values were computed from the NAD 83(1995) position.
 NE1349
 NE1349;                    North         East     Units Scale Factor Converg.
 NE1349;UTM  17      - 4,681,638.637   326,870.492   MT  0.99996881   -1 24 44.3
 NE1349
 NE1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2687081638(NAD 83)
 NE1349
 NE1349                          SUPERSEDED SURVEY CONTROL
 NE1349
 NE1349  NAD 83(1986)-  42 16 03.90823(N)    083 05 57.39894(W) AD(       ) 3
 NE1349  NAD 27      -  42 16 03.77300(N)    083 05 57.67300(W) AD(       ) 3
 NE1349
 NE1349.Superseded values are not recommended for survey control.
 NE1349
 NE1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1349.See file dsdata.pdf to determine how the superseded data were derived.
 NE1349
 NE1349_MARKER: 63 = STACK
 NE1349
 NE1349  HISTORY     - Date     Condition        Report By
 NE1349  HISTORY     - 1932     FIRST OBSERVED   CGS
 NE1349
 NE1349                          STATION DESCRIPTION
 NE1349
 NE1349'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 OG0920 ***********************************************************************
 OG0920  DESIGNATION -  ONTARIO A
 OG0920  PID         -  OG0920
 OG0920  STATE/COUNTY-  ON/NIAGARA
 OG0920  COUNTRY     -  CANADA
 OG0920  NTS MAPSHEET-  NIAGARA (2020)
 OG0920
 OG0920                         *CURRENT SURVEY CONTROL
 OG0920  ______________________________________________________________________
 OG0920* NAD 83(1996) POSITION- 43 01 18.60616(N) 079 01 46.47652(W)   ADJUSTED
 OG0920* NAVD 88 ORTHO HEIGHT -   173.6   (meters)      570.    (feet) VERTCON
 OG0920  ______________________________________________________________________
 OG0920  GEOID HEIGHT    -        -36.192 (meters)                     EGM08
 OG0920  HORZ ORDER      -  THIRD
 OG0920
 OG0920.The positional and height information provided upon this datasheet are not
 OG0920.officially recognized by the Government of Canada, provincial governments
 OG0920.within Canada, nor are they intended to replace or substitute for them.
 OG0920.The intent of sharing this data is to allow access to positions or heights
 OG0920.recognized by the United States Government. Passive control that is used by
 OG0920.both nations may share the same or similar designations or descriptions but
 OG0920.do not share official positions or heights. The 'Station Description' may
 OG0920.originate from a Canadian 'Station Report' and if so contains information
 OG0920.licensed under the 'Open Government License - Canada'.
 OG0920
 OG0920.The horizontal coordinates were established by classical geodetic methods
 OG0920.and adjusted by the National Geodetic Survey in January 1999.
 OG0920
 OG0920.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0920
 OG0920.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0920
 OG0920.Click photographs - Photos may exist for this station.
 OG0920
 OG0920. The following values were computed from the NAD 83(1996) position.
 OG0920
 OG0920;                    North         East     Units Scale Factor Converg.
 OG0920;UTM  17      - 4,765,123.501   660,551.303   MT  0.99991711   +1 20 40.8
 OG0920
 OG0920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0920!UTM  17      -   0.99997845  x   0.99991711  =   0.99989556
 OG0920
 OG0920:                Primary Azimuth Mark                     Grid Az
 OG0920:UTM  17      -  GRA BRI 3                                043 08 52.0
 OG0920
 OG0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6055165123(NAD 83)
 OG0920
 OG0920|---------------------------------------------------------------------|
 OG0920| PID    Reference Object                     Distance      Geod. Az  |
 OG0920|                                                           dddmmss.s |
 OG0920| OG0902 GRA BRI 3                           APPROX. 2.7 KM 0442932.8 |
 OG0920|---------------------------------------------------------------------|
 OG0920
 OG0920                          SUPERSEDED SURVEY CONTROL
 OG0920
 OG0920  NAD 83(1986)-  43 01 18.61188(N)    079 01 46.47444(W) AD(       ) 3
 OG0920  NAD 27      -  43 01 18.40952(N)    079 01 47.32019(W) AD(       ) 3
 OG0920  NGVD 29 (07/19/86)  173.8    (m)          570.     (f) VERT ANG       
 OG0920
 OG0920.Superseded values are not recommended for survey control.
 OG0920
 OG0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0920.See file dsdata.pdf to determine how the superseded data were derived.
 OG0920
 OG0920_MARKER: DE = TRAVERSE STATION DISK
 OG0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0920_STAMPING: A 1980
 OG0920_PROJECTION: RECESSED 5 CENTIMETERS
 OG0920_MAGNETIC: N = NO MAGNETIC MATERIAL
 OG0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0920+STABILITY: SURFACE MOTION
 OG0920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OG0920+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2015
 OG0920
 OG0920  HISTORY     - Date     Condition        Report By
 OG0920  HISTORY     - 1980     MONUMENTED       NOS
 OG0920  HISTORY     - 20150425 GOOD             GEOCAC
 OG0920
 OG0920                          STATION DESCRIPTION
 OG0920
 OG0920'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OG0920'THE STATION IS LOCATED IN ONTARIO CANADA NEAR THE WEST SHORELINE
 OG0920'OF THE NIAGARA RIVER, 0.40 MILES SOUTH OF MILLER ROAD, 0.15 MILES
 OG0920'NORTH OF MARSHAL ROAD, 0.22 MILES SOUTH OF THE NELSON MOTEL ALONG
 OG0920'THE PARK ROAD WHICH PARALLELS THE NIAGARA RIVER.
 OG0920'
 OG0920'THE STATION IS A STANDARD BLANK DISK
 OG0920'STAMPED---A 1980---,
 OG0920'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20 CM IN DIAMETER
 OG0920'FLUSH WITH GROUND.  IT IS LOCATED
 OG0920'33.64 METERS (110.4 FT) EAST FROM A POWER POLE NUMBER CNP 535
 OG0920'11.47 METERS (37.63 FT) EAST FROM THE CENTERLINE OF ASPHALT ROAD
 OG0920'6.82 METERS (22.38 FT) NORTH FROM A 1 INCH WILLOW,
 OG0920'4.27 METERS (14.00 FT) SOUTH FROM A 1 INCH WILLOW
 OG0920'16.18 METERS (53.08 FT) NORTH FROM A PK NAIL AND WASHER IN A 6
 OG0920'INCH DIAMETER ASH TREE.
 OG0920'
 OG0920'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.65 METERS.
 OG0920'
 OG0920'DESCRIBED BY B DECROIX
 OG0920
 OG0920                          STATION RECOVERY (2015)
 OG0920
 OG0920'RECOVERY NOTE BY GEOCACHING 2015 (RLM)
 OG0920'RECOVERED IN GOOD CONDITION.  THE POLE HAS BEEN REMOVED.  THE 1-INCH
 OG0920'WILLOW TREE SOUTH OF THE MARK IS NOW A 17-INCH (43 CM) WILLOW, THE
 OG0920'1-INCH WILLOW TREE NORTH OF THE MARK IS NOW A 14-INCH (36 CM) WILLOW
 OG0920'AND THE 6-INCH ASH TREE IS NOW A 14-INCH (36 CM) ASH.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1083 ***********************************************************************
 RJ1083  DESIGNATION -  ONTARIO AIRPORT TANK
 RJ1083  PID         -  RJ1083
 RJ1083  STATE/COUNTY-  ON/ALGOMA
 RJ1083  COUNTRY     -  CANADA
 RJ1083  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ1083
 RJ1083                         *CURRENT SURVEY CONTROL
 RJ1083  ______________________________________________________________________
 RJ1083* NAD 83(1986) POSITION- 46 29 10.79158(N) 084 29 38.45166(W)   ADJUSTED
 RJ1083  ______________________________________________________________________
 RJ1083  GEOID HEIGHT    -        -36.950 (meters)                     EGM08
 RJ1083  HORZ ORDER      -  THIRD
 RJ1083
 RJ1083.The positional and height information provided upon this datasheet are not
 RJ1083.officially recognized by the Government of Canada, provincial governments
 RJ1083.within Canada, nor are they intended to replace or substitute for them.
 RJ1083.The intent of sharing this data is to allow access to positions or heights
 RJ1083.recognized by the United States Government. Passive control that is used by
 RJ1083.both nations may share the same or similar designations or descriptions but
 RJ1083.do not share official positions or heights. The 'Station Description' may
 RJ1083.originate from a Canadian 'Station Report' and if so contains information
 RJ1083.licensed under the 'Open Government License - Canada'.
 RJ1083
 RJ1083.The horizontal coordinates were established by classical geodetic methods
 RJ1083.and adjusted by the National Geodetic Survey in July 1986.
 RJ1083
 RJ1083.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1083
 RJ1083.Click photographs - Photos may exist for this station.
 RJ1083
 RJ1083. The following values were computed from the NAD 83(1986) position.
 RJ1083
 RJ1083;                    North         East     Units Scale Factor Converg.
 RJ1083;UTM  16      - 5,151,135.787   692,334.087   MT  1.00005473   +1 49 04.5
 RJ1083
 RJ1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9233451135(NAD 83)
 RJ1083
 RJ1083                          SUPERSEDED SURVEY CONTROL
 RJ1083
 RJ1083  NAD 27      -  46 29 10.72172(N)    084 29 38.27612(W) AD(       ) 3
 RJ1083
 RJ1083.Superseded values are not recommended for survey control.
 RJ1083
 RJ1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1083.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1083
 RJ1083_MARKER: 51 = TANK
 RJ1083_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1083
 RJ1083  HISTORY     - Date     Condition        Report By
 RJ1083  HISTORY     - 1981     FIRST OBSERVED   NOS
 RJ1083
 RJ1083                          STATION DESCRIPTION
 RJ1083
 RJ1083'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ1083'THE STATION, ONTARIO AIRPORT TANK, IS THE CENTER OF THE SINGLE-
 RJ1083'STEMMED TANK.
 RJ1083'
 RJ1083'THE STATION IS LOCATED AT THE SAULT SAINT MARIE, ONTARIO AIRPORT
 RJ1083'APPROXIMATELY 12 KM (8 MILES) WEST FROM SAULT SAINT MARIE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NC1644 ***********************************************************************
 NC1644  DESIGNATION -  ONTARIO B
 NC1644  PID         -  NC1644
 NC1644  STATE/COUNTY-  ON/NIAGARA
 NC1644  COUNTRY     -  CANADA
 NC1644  NTS MAPSHEET-  WELLAND (2020)
 NC1644
 NC1644                         *CURRENT SURVEY CONTROL
 NC1644  ______________________________________________________________________
 NC1644* NAD 83(1996) POSITION- 42 58 50.94550(N) 079 01 23.30112(W)   ADJUSTED
 NC1644* NAVD 88 ORTHO HEIGHT -   173.6   (meters)      570.    (feet) VERTCON
 NC1644  ______________________________________________________________________
 NC1644  GEOID HEIGHT    -        -36.113 (meters)                     EGM08
 NC1644  HORZ ORDER      -  THIRD
 NC1644
 NC1644.The positional and height information provided upon this datasheet are not
 NC1644.officially recognized by the Government of Canada, provincial governments
 NC1644.within Canada, nor are they intended to replace or substitute for them.
 NC1644.The intent of sharing this data is to allow access to positions or heights
 NC1644.recognized by the United States Government. Passive control that is used by
 NC1644.both nations may share the same or similar designations or descriptions but
 NC1644.do not share official positions or heights. The 'Station Description' may
 NC1644.originate from a Canadian 'Station Report' and if so contains information
 NC1644.licensed under the 'Open Government License - Canada'.
 NC1644
 NC1644.The horizontal coordinates were established by classical geodetic methods
 NC1644.and adjusted by the National Geodetic Survey in January 1999.
 NC1644
 NC1644.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1644
 NC1644.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC1644
 NC1644.Click photographs - Photos may exist for this station.
 NC1644
 NC1644. The following values were computed from the NAD 83(1996) position.
 NC1644
 NC1644;                    North         East     Units Scale Factor Converg.
 NC1644;UTM  17      - 4,760,580.788   661,183.087   MT  0.99991961   +1 20 52.9
 NC1644
 NC1644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1644!UTM  17      -   0.99997843  x   0.99991961  =   0.99989805
 NC1644
 NC1644:                Primary Azimuth Mark                     Grid Az
 NC1644:UTM  17      -  H 66 NY                                  003 15 56.3
 NC1644
 NC1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6118360580(NAD 83)
 NC1644
 NC1644|---------------------------------------------------------------------|
 NC1644| PID    Reference Object                     Distance      Geod. Az  |
 NC1644|                                                           dddmmss.s |
 NC1644| OG0919 H 66 NY                             APPROX. 2.8 KM 0043649.2 |
 NC1644|---------------------------------------------------------------------|
 NC1644
 NC1644                          SUPERSEDED SURVEY CONTROL
 NC1644
 NC1644  NAD 83(1986)-  42 58 50.95044(N)    079 01 23.29799(W) AD(       ) 3
 NC1644  NAD 27      -  42 58 50.74750(N)    079 01 24.14803(W) AD(       ) 3
 NC1644  NGVD 29 (07/19/86)  173.8    (m)          570.     (f) VERT ANG       
 NC1644
 NC1644.Superseded values are not recommended for survey control.
 NC1644
 NC1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1644.See file dsdata.pdf to determine how the superseded data were derived.
 NC1644
 NC1644_MARKER: DE = TRAVERSE STATION DISK
 NC1644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1644_STAMPING: B 1980
 NC1644_PROJECTION: RECESSED 13 CENTIMETERS
 NC1644_MAGNETIC: N = NO MAGNETIC MATERIAL
 NC1644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC1644+STABILITY: SURFACE MOTION
 NC1644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NC1644+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2015
 NC1644
 NC1644  HISTORY     - Date     Condition        Report By
 NC1644  HISTORY     - 1980     MONUMENTED       NOS
 NC1644  HISTORY     - 20150425 GOOD             GEOCAC
 NC1644
 NC1644                          STATION DESCRIPTION
 NC1644
 NC1644'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 NC1644'THE STATION IS LOCATED NEAR THE NORTH SIDE OF FORT ERIE, ONTARIO
 NC1644'CANADA.  THE STATION IS 11.25 METERS OFF THE CENTERLINE OF THE
 NC1644'NIAGARA RIVER PARKWAY AT THE MOUTH OF THE BLACK CREEK ALONG THE
 NC1644'EAST SIDE OF THE CREEK.
 NC1644'
 NC1644'TO REACH THE STATION FROM THE PEACE BRIDGE CONNECTING THE U S WITH
 NC1644'CANADA FOLLOW THE SIGNS TO THE NIAGARA RIVER PARKWAY AND FOLLOW
 NC1644'THE PARKWAY FOR APPROXIMATELY 13.7 KM TO THE AREA OF THE BLACK
 NC1644'CREEK AND THE STATION ON THE RIGHT.
 NC1644'
 NC1644'THE STATION IS A BLANK DISK
 NC1644'STAMPED---B 1980---,
 NC1644'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 15 CM IN DIAMETER
 NC1644'RECESSED 6 CM BELOW THE GROUND.  IT IS LOCATED
 NC1644'15.21 METERS (49.90 FT) NORTHEAST FROM A WOOD POST SUPPORTING A
 NC1644'STEEL GUARD RAIL, THE WESTERLY POST,
 NC1644'11.25 METERS (36.91 FT) NORTH FROM THE CENTERLINE OF THE ROAD,
 NC1644'5.53 METERS (18.14 FT) NORTH-NORTHEAST FROM A 17 INCH ASH,
 NC1644'3.02 METERS (9.90 FT) SOUTHEAST FROM A 8 INCH ASH,
 NC1644'2.73 METERS (8.96 FT) NORTHWEST FROM A 6 INCH ASH.
 NC1644'
 NC1644'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.80 METERS.
 NC1644'
 NC1644
 NC1644                          STATION RECOVERY (2015)
 NC1644
 NC1644'RECOVERY NOTE BY GEOCACHING 2015 (RLM)
 NC1644'RECOVERED IN GOOD CONDITION.  THE 6-INCH AND 17-INCH ASH TREES HAVE
 NC1644'BEEN REMOVED AND THE 8-INCH ASH TREE IS NOW A 14-INCH (36 CM) ASH
 NC1644'TREE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0855 ***********************************************************************
 RJ0855  DESIGNATION -  ONTARIO BELL RELAY TOWER
 RJ0855  PID         -  RJ0855
 RJ0855  STATE/COUNTY-  ON/ALGOMA
 RJ0855  COUNTRY     -  CANADA
 RJ0855  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ0855
 RJ0855                         *CURRENT SURVEY CONTROL
 RJ0855  ______________________________________________________________________
 RJ0855* NAD 83(1986) POSITION- 46 30 46.20385(N) 084 20 08.59529(W)   ADJUSTED
 RJ0855  ______________________________________________________________________
 RJ0855  GEOID HEIGHT    -        -37.113 (meters)                     EGM08
 RJ0855  HORZ ORDER      -  THIRD
 RJ0855
 RJ0855.The positional and height information provided upon this datasheet are not
 RJ0855.officially recognized by the Government of Canada, provincial governments
 RJ0855.within Canada, nor are they intended to replace or substitute for them.
 RJ0855.The intent of sharing this data is to allow access to positions or heights
 RJ0855.recognized by the United States Government. Passive control that is used by
 RJ0855.both nations may share the same or similar designations or descriptions but
 RJ0855.do not share official positions or heights. The 'Station Description' may
 RJ0855.originate from a Canadian 'Station Report' and if so contains information
 RJ0855.licensed under the 'Open Government License - Canada'.
 RJ0855
 RJ0855.The horizontal coordinates were established by classical geodetic methods
 RJ0855.and adjusted by the National Geodetic Survey in July 1986.
 RJ0855
 RJ0855.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0855
 RJ0855.Click photographs - Photos may exist for this station.
 RJ0855
 RJ0855. The following values were computed from the NAD 83(1986) position.
 RJ0855
 RJ0855;                    North         East     Units Scale Factor Converg.
 RJ0855;UTM  16      - 5,154,478.375   704,383.255   MT  1.00011349   +1 56 01.2
 RJ0855
 RJ0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0438354478(NAD 83)
 RJ0855
 RJ0855                          SUPERSEDED SURVEY CONTROL
 RJ0855
 RJ0855  NAD 27      -  46 30 46.13203(N)    084 20 08.45124(W) AD(       ) 3
 RJ0855
 RJ0855.Superseded values are not recommended for survey control.
 RJ0855
 RJ0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0855.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0855
 RJ0855_MARKER: 45 = MICROWAVE TOWER
 RJ0855_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0855
 RJ0855  HISTORY     - Date     Condition        Report By
 RJ0855  HISTORY     - 1981     FIRST OBSERVED   NOS
 RJ0855
 RJ0855                          STATION DESCRIPTION
 RJ0855
 RJ0855'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ0855'THE STATION,ONTARIO BELL RELAY TOWER, IS THE POLE ON TOP HOLDING
 RJ0855'OR SUPPORTING TWIN LIGHTS.
 RJ0855'
 RJ0855'THE STATION IS LOCATED IN THE CANADIAN TOWN OF SAULT STE MARIE,
 RJ0855'ONTARIO.
 RJ0855'
 RJ0855'TO REACH THE STATION FROM THE CUSTOMS OFFICE AT THE
 RJ0855'INTERNATIONAL BRIDGE,WHICH CONNECTS ONTARIO TO MICHIGAN AT
 RJ0855'THE SOO, GO NORTH ON HURON STREET TO ITS JUNCTION WITH CATHCART
 RJ0855'STREET. TURN RIGHT ON CATHCART STREET AND GO EAST FOR 0.6
 RJ0855'KILOMETER(0.4 MILE) TO ITS TERMINATION AT THE JUNCTION OF
 RJ0855'WELLINGTON STREET.  TURN RIGHT ON WELLINGTON STREET AND GO
 RJ0855'SOUTHEAST FOR 1.4 KILOMETERS(0.9 MILE) TO A SIDE STREET ON THE
 RJ0855'LEFT CALLED FARQUIER AVENUE.  TURN LEFT ONTO FARQUIER AVENUE
 RJ0855'AND GO NORTH TO ITS END AND THE STATION DIRECTLY AHEAD.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NC1816 ***********************************************************************
 NC1816  DESIGNATION -  ONTARIO D
 NC1816  PID         -  NC1816
 NC1816  STATE/COUNTY-  ON/NIAGARA
 NC1816  COUNTRY     -  CANADA
 NC1816  NTS MAPSHEET-  WELLAND (2020)
 NC1816
 NC1816                         *CURRENT SURVEY CONTROL
 NC1816  ______________________________________________________________________
 NC1816* NAD 83(1996) POSITION- 42 58 18.60021(N) 079 00 10.27477(W)   ADJUSTED
 NC1816* NAVD 88 ORTHO HEIGHT -   175.1   (meters)      574.    (feet) VERTCON
 NC1816  ______________________________________________________________________
 NC1816  GEOID HEIGHT    -        -36.088 (meters)                     EGM08
 NC1816  HORZ ORDER      -  THIRD
 NC1816
 NC1816.The positional and height information provided upon this datasheet are not
 NC1816.officially recognized by the Government of Canada, provincial governments
 NC1816.within Canada, nor are they intended to replace or substitute for them.
 NC1816.The intent of sharing this data is to allow access to positions or heights
 NC1816.recognized by the United States Government. Passive control that is used by
 NC1816.both nations may share the same or similar designations or descriptions but
 NC1816.do not share official positions or heights. The 'Station Description' may
 NC1816.originate from a Canadian 'Station Report' and if so contains information
 NC1816.licensed under the 'Open Government License - Canada'.
 NC1816
 NC1816.The horizontal coordinates were established by classical geodetic methods
 NC1816.and adjusted by the National Geodetic Survey in January 1999.
 NC1816
 NC1816.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1816
 NC1816.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC1816
 NC1816.Click photographs - Photos may exist for this station.
 NC1816
 NC1816. The following values were computed from the NAD 83(1996) position.
 NC1816
 NC1816;                    North         East     Units Scale Factor Converg.
 NC1816;UTM  17      - 4,759,622.122   662,860.797   MT  0.99992630   +1 21 41.9
 NC1816
 NC1816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1816!UTM  17      -   0.99997820  x   0.99992630  =   0.99990451
 NC1816
 NC1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6286059622(NAD 83)
 NC1816
 NC1816                          SUPERSEDED SURVEY CONTROL
 NC1816
 NC1816  NAD 83(1986)-  42 58 18.60539(N)    079 00 10.27272(W) AD(       ) 3
 NC1816  NGVD 29 (12/18/92)  175.2    (m)          575.     (f) VERT ANG       
 NC1816
 NC1816.Superseded values are not recommended for survey control.
 NC1816
 NC1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1816.See file dsdata.pdf to determine how the superseded data were derived.
 NC1816
 NC1816_MARKER: DD = SURVEY DISK
 NC1816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1816_STAMPING: D 1982
 NC1816_PROJECTION: PROJECTING 3 CENTIMETERS
 NC1816_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 NC1816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC1816+STABILITY: SURFACE MOTION
 NC1816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NC1816+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2015
 NC1816
 NC1816  HISTORY     - Date     Condition        Report By
 NC1816  HISTORY     - 1982     MONUMENTED       NOS
 NC1816  HISTORY     - 20110818 GOOD             GEOCAC
 NC1816  HISTORY     - 20150425 GOOD             GEOCAC
 NC1816
 NC1816                          STATION DESCRIPTION
 NC1816
 NC1816'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 NC1816'THE STATION IS LOCATED ON THE WESTERN SHORE OF THE CHIPPAWA CHANNEL
 NC1816'OF THE NIAGARA RIVER SOUTH OF THE
 NC1816'ENTRANCE TO BAKER CREEK.
 NC1816'
 NC1816'TO REACH THE STATION FROM THE BRIDGE OVER THE WELLAND RIVER IN
 NC1816'TOWN OF CHIPPAWA, GO SOUTH AND EAST ON THE NIAGARA PARKWAY FOR
 NC1816'17.0 KM (10.6 MILES) TO SCHWEGLER ROAD ON THE RIGHT AND
 NC1816'THE STATION ON THE LEFT.
 NC1816'
 NC1816'THE STATION IS A BLANK DISK STAMPED---D 1982---, SET
 NC1816'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 NC1816'DIAMETER RECESSED 5 CM BELOW THE GROUND.
 NC1816'IT IS LOCATED 14.26 METERS (56.8 FT) NORTH FROM THE
 NC1816'CENTERLINE OF THE JUNCTION OF NIAGARA PARKWAY AND SCHWEGLER
 NC1816'ROAD, 1.426 METERS (4.68 FT) SOUTH FROM THE TOP OF THE
 NC1816'WOODEN STAIRWAY DOWN TO THE BOATHOUSE, AND ON LINE WITH
 NC1816'CENTERLINE OF SCHWEGLER ROAD.
 NC1816'
 NC1816'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.48 METERS.
 NC1816'
 NC1816'DESCRIBED BY J. DANIEL.
 NC1816
 NC1816                          STATION RECOVERY (2011)
 NC1816
 NC1816'RECOVERY NOTE BY GEOCACHING 2011 (EJK)
 NC1816'NOTE - BANK HAS ERODED SLIGHTLY AND MONUMENT IS NOW FLUSH WITH GROUND.
 NC1816'
 NC1816
 NC1816                          STATION RECOVERY (2015)
 NC1816
 NC1816'RECOVERY NOTE BY GEOCACHING 2015 (RLM)
 NC1816'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NC1818 ***********************************************************************
 NC1818  DESIGNATION -  ONTARIO E
 NC1818  PID         -  NC1818
 NC1818  STATE/COUNTY-  ON/NIAGARA
 NC1818  COUNTRY     -  CANADA
 NC1818  NTS MAPSHEET-  FORT ERIE (2020)
 NC1818
 NC1818                         *CURRENT SURVEY CONTROL
 NC1818  ______________________________________________________________________
 NC1818* NAD 83(1996) POSITION- 42 56 57.18800(N) 078 56 46.65553(W)   ADJUSTED
 NC1818* NAVD 88 ORTHO HEIGHT -   176.7   (meters)      580.    (feet) VERTCON
 NC1818  ______________________________________________________________________
 NC1818  GEOID HEIGHT    -        -36.008 (meters)                     EGM08
 NC1818  HORZ ORDER      -  THIRD
 NC1818
 NC1818.The positional and height information provided upon this datasheet are not
 NC1818.officially recognized by the Government of Canada, provincial governments
 NC1818.within Canada, nor are they intended to replace or substitute for them.
 NC1818.The intent of sharing this data is to allow access to positions or heights
 NC1818.recognized by the United States Government. Passive control that is used by
 NC1818.both nations may share the same or similar designations or descriptions but
 NC1818.do not share official positions or heights. The 'Station Description' may
 NC1818.originate from a Canadian 'Station Report' and if so contains information
 NC1818.licensed under the 'Open Government License - Canada'.
 NC1818
 NC1818.The horizontal coordinates were established by classical geodetic methods
 NC1818.and adjusted by the National Geodetic Survey in January 1999.
 NC1818
 NC1818.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1818
 NC1818.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC1818
 NC1818.Click photographs - Photos may exist for this station.
 NC1818
 NC1818. The following values were computed from the NAD 83(1996) position.
 NC1818
 NC1818;                    North         East     Units Scale Factor Converg.
 NC1818;UTM  17      - 4,757,221.910   667,534.670   MT  0.99994530   +1 23 58.6
 NC1818
 NC1818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1818!UTM  17      -   0.99997794  x   0.99994530  =   0.99992324
 NC1818
 NC1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6753457221(NAD 83)
 NC1818
 NC1818                          SUPERSEDED SURVEY CONTROL
 NC1818
 NC1818  NAD 83(1986)-  42 56 57.19352(N)    078 56 46.65306(W) AD(       ) 3
 NC1818  NGVD 29 (12/18/92)  176.9    (m)          580.     (f) VERT ANG       
 NC1818
 NC1818.Superseded values are not recommended for survey control.
 NC1818
 NC1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1818.See file dsdata.pdf to determine how the superseded data were derived.
 NC1818
 NC1818_MARKER: DD = SURVEY DISK
 NC1818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1818_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 NC1818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC1818+STABILITY: SURFACE MOTION
 NC1818
 NC1818  HISTORY     - Date     Condition        Report By
 NC1818  HISTORY     - 1982     MONUMENTED       NOS
 NC1818
 NC1818                          STATION DESCRIPTION
 NC1818
 NC1818'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 NC1818'THE STATION IS LOCATED ON THE WESTERN SHORE OF THE CHIPPAWA
 NC1818'CHANNEL OF THE NIAGARA RIVER SOUTH OF THE ENTRANCE TO MILLER
 NC1818'CREEK.
 NC1818'
 NC1818'TO REACH THE STATION FROM THE BRIDGE OVER THE WELLAND RIVER IN
 NC1818'THE TOWN OF CHIPPAWA, GO SOUTH AND EAST ON THE NIAGARA
 NC1818'PARKWAY FOR 22.4 KM (13.9 MILES) TO A HISTORIC AREA KNOWN AS
 NC1818'MCKENZIES CROSSING, AND THE STATION ON THE LEFT.
 NC1818'
 NC1818'THE STATION IS A BLANK DISK
 NC1818'STAMPED---E 1982---,
 NC1818'SET INTO THE TOP OF AN 18 CM DIAMETER MONUMENT RECESSED 5 CM
 NC1818'BELOW THE GROUND.
 NC1818'IT IS LOCATED
 NC1818'22.49 METERS (73.8 FT) NORTH FROM THE CENTERLINE OF THE
 NC1818'NIAGARA PARKWAY,
 NC1818'14.371 METERS (47.15 FT) NORTHEAST FROM A 2 FT DIAMETER MAPLE
 NC1818'TREE,
 NC1818'7.07 METERS (23.2 FT) NORTH FROM A 30 INCH DIAMETER MAPLE
 NC1818'TREE, AND
 NC1818'1 METER (3 FT) SOUTH FROM THE TOP OF THE BANK.
 NC1818'
 NC1818'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 NC1818'
 NC1818'DESCRIBED BY J. DANIEL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0854 ***********************************************************************
 RJ0854  DESIGNATION -  ONTARIO NATIONAL RELAY TR
 RJ0854  PID         -  RJ0854
 RJ0854  STATE/COUNTY-  ON/ALGOMA
 RJ0854  COUNTRY     -  CANADA
 RJ0854  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ0854
 RJ0854                         *CURRENT SURVEY CONTROL
 RJ0854  ______________________________________________________________________
 RJ0854* NAD 83(1986) POSITION- 46 30 37.37898(N) 084 19 29.61661(W)   ADJUSTED
 RJ0854  ______________________________________________________________________
 RJ0854  GEOID HEIGHT    -        -37.126 (meters)                     EGM08
 RJ0854  HORZ ORDER      -  THIRD
 RJ0854
 RJ0854.The positional and height information provided upon this datasheet are not
 RJ0854.officially recognized by the Government of Canada, provincial governments
 RJ0854.within Canada, nor are they intended to replace or substitute for them.
 RJ0854.The intent of sharing this data is to allow access to positions or heights
 RJ0854.recognized by the United States Government. Passive control that is used by
 RJ0854.both nations may share the same or similar designations or descriptions but
 RJ0854.do not share official positions or heights. The 'Station Description' may
 RJ0854.originate from a Canadian 'Station Report' and if so contains information
 RJ0854.licensed under the 'Open Government License - Canada'.
 RJ0854
 RJ0854.The horizontal coordinates were established by classical geodetic methods
 RJ0854.and adjusted by the National Geodetic Survey in July 1986.
 RJ0854
 RJ0854.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0854
 RJ0854.Click photographs - Photos may exist for this station.
 RJ0854
 RJ0854. The following values were computed from the NAD 83(1986) position.
 RJ0854
 RJ0854;                    North         East     Units Scale Factor Converg.
 RJ0854;UTM  16      - 5,154,234.102   705,223.053   MT  1.00011772   +1 56 29.3
 RJ0854
 RJ0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0522354234(NAD 83)
 RJ0854
 RJ0854                          SUPERSEDED SURVEY CONTROL
 RJ0854
 RJ0854  NAD 27      -  46 30 37.30617(N)    084 19 29.47396(W) AD(       ) 3
 RJ0854
 RJ0854.Superseded values are not recommended for survey control.
 RJ0854
 RJ0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0854.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0854
 RJ0854_MARKER: 45 = MICROWAVE TOWER
 RJ0854_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0854
 RJ0854  HISTORY     - Date     Condition        Report By
 RJ0854  HISTORY     - 1981     FIRST OBSERVED   NOS
 RJ0854
 RJ0854                          STATION DESCRIPTION
 RJ0854
 RJ0854'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ0854'THE STATION, ONTARIO NATIONAL RELAY TR, IS THE CENTER OF THE
 RJ0854'POLE ON THE TOP OF THE TOWER WHICH SUPPORTS TWIN NAVIGATIONAL
 RJ0854'LIGHTS.
 RJ0854'
 RJ0854'THE STATION IS LOCATED IN THE CITY OF SAULT STE MARIE, ONTARIO.
 RJ0854'
 RJ0854'TO REACH THE STATION FROM THE CUSTOMS OFFICE AT THE INTERNATIONAL
 RJ0854'BRIDGE IN CANADA, GO SOUTH ON HURON STREET TO ITS JUNCTION WITH
 RJ0854'QUEENS STREET.  TURN LEFT ON QUEENS STREET AND GO EAST AND
 RJ0854'SOUTHEAST FOR 1.1 KILOMETERS (0.7 MILE) TO ITS JUNCTION WITH
 RJ0854'BRUCE STREET AND THE STATION ON THE RIGHT JUST PAST THE
 RJ0854'INTERSECTION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 OG0755 ***********************************************************************
 OG0755  DESIGNATION -  ONTARIO SUR MK 567 1972
 OG0755  PID         -  OG0755
 OG0755  STATE/COUNTY-  ON/NIAGARA
 OG0755  COUNTRY     -  CANADA
 OG0755  NTS MAPSHEET-  NIAGARA-ON-THE-LAKE (2020)
 OG0755
 OG0755                         *CURRENT SURVEY CONTROL
 OG0755  ______________________________________________________________________
 OG0755* NAD 83(1996) POSITION- 43 15 42.37503(N) 079 04 34.89901(W)   ADJUSTED
 OG0755* NAVD 88 ORTHO HEIGHT -    84.    (meters)      276.    (feet) VERTCON
 OG0755  ______________________________________________________________________
 OG0755  GEOID HEIGHT    -        -36.819 (meters)                     EGM08
 OG0755  HORZ ORDER      -  SECOND
 OG0755
 OG0755.The positional and height information provided upon this datasheet are not
 OG0755.officially recognized by the Government of Canada, provincial governments
 OG0755.within Canada, nor are they intended to replace or substitute for them.
 OG0755.The intent of sharing this data is to allow access to positions or heights
 OG0755.recognized by the United States Government. Passive control that is used by
 OG0755.both nations may share the same or similar designations or descriptions but
 OG0755.do not share official positions or heights. The 'Station Description' may
 OG0755.originate from a Canadian 'Station Report' and if so contains information
 OG0755.licensed under the 'Open Government License - Canada'.
 OG0755
 OG0755.The horizontal coordinates were established by classical geodetic methods
 OG0755.and adjusted by the National Geodetic Survey in January 1999.
 OG0755
 OG0755.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0755
 OG0755.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0755
 OG0755.Click photographs - Photos may exist for this station.
 OG0755
 OG0755. The following values were computed from the NAD 83(1996) position.
 OG0755
 OG0755;                    North         East     Units Scale Factor Converg.
 OG0755;UTM  17      - 4,791,681.205   656,127.236   MT  0.99989986   +1 19 07.0
 OG0755
 OG0755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0755!UTM  17      -   0.99999263  x   0.99989986  =   0.99989249
 OG0755
 OG0755:                Primary Azimuth Mark                     Grid Az
 OG0755:UTM  17      -  FT NIAGARA WEA BUR SIG STA               080 40 25.3
 OG0755
 OG0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5612791681(NAD 83)
 OG0755
 OG0755|---------------------------------------------------------------------|
 OG0755| PID    Reference Object                     Distance      Geod. Az  |
 OG0755|                                                           dddmmss.s |
 OG0755| OG0753 FT NIAGARA WEA BUR SIG STA          APPROX. 1.0 KM 0815932.3 |
 OG0755| OG0749 FT NIAGARA WATER TANK               APPROX. 1.4 KM 0890726.1 |
 OG0755|---------------------------------------------------------------------|
 OG0755
 OG0755                          SUPERSEDED SURVEY CONTROL
 OG0755
 OG0755  NAD 83(1986)-  43 15 42.37928(N)    079 04 34.90050(W) AD(       ) 2
 OG0755  NAD 27      -  43 15 42.24229(N)    079 04 35.61317(W) AD(       ) 2
 OG0755  NGVD 29 (07/19/86)   84.     (m)          276.     (f) VERT ANG       
 OG0755
 OG0755.Superseded values are not recommended for survey control.
 OG0755
 OG0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0755.See file dsdata.pdf to determine how the superseded data were derived.
 OG0755
 OG0755
 OG0755  HISTORY     - Date     Condition        Report By
 OG0755  HISTORY     - UNK      MONUMENTED
 OG0755  HISTORY     - 1972     GOOD             NGS
 OG0755
 OG0755                          STATION DESCRIPTION
 OG0755
 OG0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OG0755'(NO PREVIOUS DESCRIPTION MADE)
 OG0755'
 OG0755'STATION IS LOCATED IN NIAGARA-ON-THE-LAKE, ONTARIO, CANADA, 7
 OG0755'MILES NORTH OF LEWISTON, N. Y. ON THE WEST BANK OF THE NIAGARA
 OG0755'RIVER AT ITS MOUTH AT LAKE ONTARIO, WITHIN THE CONFINES OF
 OG0755'FT. MISSISSAUGA -- DIRECTLY ACROSS THE NIAGARA RIVER FROM
 OG0755'FT. NIAGARA (N. Y.).
 OG0755'
 OG0755'TO REACH THE STATION, PROCEED NORTH ON NIAGARA PARKWAY ROAD
 OG0755'FROM THE LEWISTON BRIDGE APPROXIMATELY 7 MILES TO THE INTERSECTION
 OG0755'OF FRONT AND SIMCOE STREETS AND THE NIAGARA GOLF COURSE.  PROCEED
 OG0755'NORTH, ON FOOT, FOR ABOUT 350 FEET ACROSS THE GOLF COURSE TO FOOT
 OG0755'PATH ATOP BLUFF EAST OF THE OLD FORT MISSISSAUGA, TOWARDS OLD
 OG0755'FORT MISSISSAUGA LIGHT AND THE STATION.
 OG0755'
 OG0755'STATION IS LOCATED 77.9 FEET SOUTHWEST OF FORT MISSISSAUGA
 OG0755'ENTRANCE LIGHT, 107.8 FEET EAST OF SOUTHERLY CORNER POST OF FENCE
 OG0755'SURROUNDING OLD FORT MISSISSAUGA, 151.5 FEET SOUTH SOUTHWEST OF
 OG0755'TUNNEL RUNNING UNDER BLUFF.  STATION MARK IS A 1 INCH SQUARE IRON
 OG0755'ROD WITH A CROSS CUT ON TOP.  ALSO 3 INCH ROUND IDENTIFICATION
 OG0755'DISK WITH THE NUMBER 567 STAMPED ON IT IS SET AROUND SQUARE ROD
 OG0755'(AGENCY UNKNOWN).
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 AD9915 ***********************************************************************
 AD9915  DESIGNATION -  OSHAWA
 AD9915  PID         -  AD9915
 AD9915  STATE/COUNTY-  ON/DURHAM
 AD9915  COUNTRY     -  CANADA
 AD9915  NTS MAPSHEET-  OSHAWA (2020)
 AD9915
 AD9915                         *CURRENT SURVEY CONTROL
 AD9915  ______________________________________________________________________
 AD9915* NAD 83(2011) POSITION- 43 53 02.72088(N) 078 48 12.69547(W)   ADJUSTED
 AD9915* NAD 83(2011) ELLIP HT-    82.435 (meters)        (06/27/12)   ADJUSTED
 AD9915* NAD 83(2011) EPOCH   -  2010.00
 AD9915* NAVD 88 ORTHO HEIGHT -   118.8   (meters)      390.    (feet) GPS OBS
 AD9915  ______________________________________________________________________
 AD9915  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AD9915  GEOID HEIGHT    -        -36.381 (meters)                     GEOID99
 AD9915  GEOID HEIGHT    -        -37.025 (meters)                     EGM08
 AD9915  NAD 83(2011) X  -    894,068.797 (meters)                     COMP
 AD9915  NAD 83(2011) Y  - -4,516,836.455 (meters)                     COMP
 AD9915  NAD 83(2011) Z  -  4,398,875.347 (meters)                     COMP
 AD9915
 AD9915  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD9915  Standards:
 AD9915         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD9915            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD9915  -------------------------------------------------------------------
 AD9915  NETWORK    0.28   0.69           0.12   0.11   0.35     -0.04744413
 AD9915  -------------------------------------------------------------------
 AD9915  Click here for local accuracies and other accuracy information.
 AD9915
 AD9915.The positional and height information provided upon this datasheet are not
 AD9915.officially recognized by the Government of Canada, provincial governments
 AD9915.within Canada, nor are they intended to replace or substitute for them.
 AD9915.The intent of sharing this data is to allow access to positions or heights
 AD9915.recognized by the United States Government. Passive control that is used by
 AD9915.both nations may share the same or similar designations or descriptions but
 AD9915.do not share official positions or heights. The 'Station Description' may
 AD9915.originate from a Canadian 'Station Report' and if so contains information
 AD9915.licensed under the 'Open Government License - Canada'.
 AD9915
 AD9915.The horizontal coordinates were established by GPS observations
 AD9915.and adjusted by the National Geodetic Survey in June 2012.
 AD9915
 AD9915.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD9915.been affixed to the stable North American tectonic plate. See 
 AD9915.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD9915
 AD9915.The horizontal coordinates are valid at the epoch date displayed above
 AD9915.which is a decimal equivalence of Year/Month/Day.
 AD9915
 AD9915.The orthometric height was determined by GPS observations and a
 AD9915.high-resolution geoid model.
 AD9915
 AD9915.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9915
 AD9915.Click photographs - Photos may exist for this station.
 AD9915
 AD9915.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9915
 AD9915.The ellipsoidal height was determined by GPS observations
 AD9915.and is referenced to NAD 83.
 AD9915
 AD9915. The following values were computed from the NAD 83(2011) position.
 AD9915
 AD9915;                    North         East     Units Scale Factor Converg.
 AD9915;UTM  17      - 4,861,344.047   676,444.534   MT  0.99998293   +1 31 22.8
 AD9915
 AD9915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9915!UTM  17      -   0.99998707  x   0.99998293  =   0.99997000
 AD9915
 AD9915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPJ7644461344(NAD 83)
 AD9915
 AD9915                          SUPERSEDED SURVEY CONTROL
 AD9915
 AD9915  NAD 83(2007)-  43 53 02.72108(N)    078 48 12.69631(W) AD(2002.00) 0
 AD9915  ELLIP H (02/10/07)   82.450  (m)                       GP(2002.00)    
 AD9915  ELLIP H (09/18/02)   82.439  (m)                       GP(       ) 4 2
 AD9915  NAD 83(1996)-  43 53 02.72151(N)    078 48 12.69749(W) AD(       ) A
 AD9915  ELLIP H (07/24/97)   82.507  (m)                       GP(       ) 2 1
 AD9915  NAVD 88 (07/24/97)  118.8    (m)  G96SSS   model used  GPS OBS        
 AD9915
 AD9915.Superseded values are not recommended for survey control.
 AD9915
 AD9915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9915.See file dsdata.pdf to determine how the superseded data were derived.
 AD9915
 AD9915_MARKER: DH = HORIZONTAL CONTROL DISK
 AD9915_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AD9915_STAMPING: 713016
 AD9915_MARK LOGO: GSC
 AD9915_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9915_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD9915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9915+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2001
 AD9915
 AD9915  HISTORY     - Date     Condition        Report By
 AD9915  HISTORY     - 1971     MONUMENTED       GSC
 AD9915  HISTORY     - 19960514 GOOD             NYDT
 AD9915  HISTORY     - 20010808 GOOD             GSC
 AD9915
 AD9915                          STATION DESCRIPTION
 AD9915
 AD9915'DESCRIBED BY NY DEPT OF TRANSP 1996
 AD9915'RECOVERED AS DESCRIBED BY CANADIAN GEODETIC SURVEY.  GEOMATICS CANADA
 AD9915'UNIQUE ID 713016.
 AD9915
 AD9915                          STATION RECOVERY (2001)
 AD9915
 AD9915'RECOVERY NOTE BY GEODETIC SURVEY OF CANADA 2001
 AD9915'RECOVERED AS DESCRIBED.
 AD9915'
 AD9915'
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0977 ***********************************************************************
 TC0977  DESIGNATION -  OSTER
 TC0977  PID         -  TC0977
 TC0977  STATE/COUNTY-  ON/RAINY RIVER
 TC0977  COUNTRY     -  CANADA
 TC0977  NTS MAPSHEET-  PINEWOOD (2020)
 TC0977
 TC0977                         *CURRENT SURVEY CONTROL
 TC0977  ______________________________________________________________________
 TC0977* NAD 83(1996) POSITION- 48 38 46.73054(N) 094 08 57.16680(W)   ADJUSTED
 TC0977* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 TC0977  ______________________________________________________________________
 TC0977  GEOID HEIGHT    -        -29.447 (meters)                     EGM08
 TC0977  HORZ ORDER      -  THIRD
 TC0977
 TC0977.The positional and height information provided upon this datasheet are not
 TC0977.officially recognized by the Government of Canada, provincial governments
 TC0977.within Canada, nor are they intended to replace or substitute for them.
 TC0977.The intent of sharing this data is to allow access to positions or heights
 TC0977.recognized by the United States Government. Passive control that is used by
 TC0977.both nations may share the same or similar designations or descriptions but
 TC0977.do not share official positions or heights. The 'Station Description' may
 TC0977.originate from a Canadian 'Station Report' and if so contains information
 TC0977.licensed under the 'Open Government License - Canada'.
 TC0977
 TC0977.The horizontal coordinates were established by classical geodetic methods
 TC0977.and adjusted by the National Geodetic Survey in March 1999.
 TC0977
 TC0977.The orthometric height was scaled from a topographic map.
 TC0977
 TC0977.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0977
 TC0977.Click photographs - Photos may exist for this station.
 TC0977
 TC0977. The following values were computed from the NAD 83(1996) position.
 TC0977
 TC0977;                    North         East     Units Scale Factor Converg.
 TC0977;UTM  15      - 5,388,776.687   415,350.817   MT  0.99968803   -0 51 45.7
 TC0977
 TC0977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0977!UTM  15      -   0.99995347  x   0.99968803  =   0.99964151
 TC0977
 TC0977:                Primary Azimuth Mark                     Grid Az
 TC0977:UTM  15      -  OBIL                                     104 14 27.6
 TC0977
 TC0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP1535088776(NAD 83)
 TC0977
 TC0977|---------------------------------------------------------------------|
 TC0977| PID    Reference Object                     Distance      Geod. Az  |
 TC0977|                                                           dddmmss.s |
 TC0977| TC0973 OBIL                                APPROX. 0.9 KM 1032241.9 |
 TC0977| TC1055 BOUNDARY REF MON 139                330.533 METERS 22439     |
 TC0977| TC0964 MULDOON                             377.290 METERS 27616     |
 TC0977|---------------------------------------------------------------------|
 TC0977
 TC0977                          SUPERSEDED SURVEY CONTROL
 TC0977
 TC0977  NAD 83(1986)-  48 38 46.71510(N)    094 08 57.15982(W) AD(       ) 3
 TC0977
 TC0977.Superseded values are not recommended for survey control.
 TC0977
 TC0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0977.See file dsdata.pdf to determine how the superseded data were derived.
 TC0977
 TC0977_MARKER: X = CHISELED CROSS
 TC0977_SETTING: 80 = SET IN A BOULDER
 TC0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0977+STABILITY: SURFACE MOTION
 TC0977
 TC0977  HISTORY     - Date     Condition        Report By
 TC0977  HISTORY     - 1914     MONUMENTED       IBC
 TC0977
 TC0977                          STATION DESCRIPTION
 TC0977
 TC0977'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC0977'ON THE SOUTH SIDE NEAR THE WEST END OF AN ISLAND IN RAINY RIVER, ABOUT
 TC0977'TWO - THIRDS MILE EAST OF THE BOUCHERVILLE (ONTARIO) POST OFFICE.  THE
 TC0977'STATION IS ABOUT ONE - THIRD METER ABOVE AND 2 METERS BACK FROM THE
 TC0977'RIVERS EDGE, BETWEEN A WILLOW AND AN OAK TREE.
 TC0977'
 TC0977'STATION MARK--A CROSS CUT IN A STONE.  SUBSURFACE MARK IS A BALL OF
 TC0977'WIRE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DE6592 ***********************************************************************
 DE6592  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE6592  DESIGNATION -  OTTAWA NRC CORS ARP
 DE6592  CORS_ID     -  NRC1
 DE6592  PID         -  DE6592
 DE6592  STATE/COUNTY-  ON/OTTAWA
 DE6592  COUNTRY     -  CANADA
 DE6592  NTS MAPSHEET-  OTTAWA (2020)
 DE6592
 DE6592                         *CURRENT SURVEY CONTROL
 DE6592  ______________________________________________________________________
 DE6592* NAD 83(2011) POSITION- 45 27 14.95064(N) 075 37 25.76532(W)   ADJUSTED
 DE6592* NAD 83(2011) ELLIP HT-    83.596 (meters)        (05/??/20)   ADJUSTED
 DE6592* NAD 83(2011) EPOCH   -  2010.00
 DE6592  ______________________________________________________________________
 DE6592  GEOID HEIGHT    -        -33.532 (meters)                     EGM08
 DE6592  NAD 83(2011) X  -  1,112,777.902 (meters)                     COMP
 DE6592  NAD 83(2011) Y  - -4,341,477.251 (meters)                     COMP
 DE6592  NAD 83(2011) Z  -  4,522,955.853 (meters)                     COMP
 DE6592
 DE6592  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE6592  Standards:
 DE6592         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE6592            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE6592  -------------------------------------------------------------------
 DE6592  NETWORK    0.01   0.03           0.01   0.00   0.02     -0.05586400
 DE6592  -------------------------------------------------------------------
 DE6592
 DE6592.The positional and height information provided upon this datasheet are not
 DE6592.officially recognized by the Government of Canada, provincial governments
 DE6592.within Canada, nor are they intended to replace or substitute for them.
 DE6592.The intent of sharing this data is to allow access to positions or heights
 DE6592.recognized by the United States Government. Passive control that is used by
 DE6592.both nations may share the same or similar designations or descriptions but
 DE6592.do not share official positions or heights. The 'Station Description' may
 DE6592.originate from a Canadian 'Station Report' and if so contains information
 DE6592.licensed under the 'Open Government License - Canada'.
 DE6592
 DE6592.The coordinates were established by GPS observations
 DE6592.and adjusted by the National Geodetic Survey in May 2020.
 DE6592
 DE6592.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE6592.been affixed to the stable North American Tectonic Plate. 
 DE6592
 DE6592.The coordinates are valid at the epoch date displayed above
 DE6592.which is a decimal equivalence of Year/Month/Day.
 DE6592
 DE6592.Due to the release of the International GNSS Service (IGS) 2014
 DE6592.realization of the International Terrestrial Reference Frame of 2014
 DE6592.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DE6592.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DE6592.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DE6592.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DE6592.currently published epoch of 2010.00.
 DE6592
 DE6592.Additional information on MYCS2 is available at
 DE6592.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DE6592
 DE6592.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6592
 DE6592.The PID for the CORS L1 Phase Center is DE6593.
 DE6592
 DE6592.Click photographs - Photos may exist for this station.
 DE6592
 DE6592.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE6592
 DE6592.The ellipsoidal height was determined by GPS observations
 DE6592.and is referenced to NAD 83.
 DE6592
 DE6592. The following values were computed from the NAD 83(2011) position.
 DE6592
 DE6592;                    North         East     Units Scale Factor Converg.
 DE6592;UTM  18      - 5,033,592.300   451,223.125   MT  0.99962925   -0 26 40.6
 DE6592
 DE6592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6592!UTM  18      -   0.99998689  x   0.99962925  =   0.99961615
 DE6592
 DE6592_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVR5122333592(NAD 83)
 DE6592
 DE6592                          SUPERSEDED SURVEY CONTROL
 DE6592
 DE6592  NAD 83(2011)-  45 27 14.95065(N)    075 37 25.76533(W) AD(2010.00) c
 DE6592  ELLIP H (06/??/19)   83.596  (m)                       GP(2010.00) c c
 DE6592  ELLIP H (10/??/12)   83.597  (m)                       GP(2010.00) c c
 DE6592  ELLIP H (06/27/12)   83.580  (m)                       GP(2010.00) 0 0
 DE6592  NAD 83(2011)-  45 27 14.95086(N)    075 37 25.76535(W) AD(2010.00) c
 DE6592  NAD 83(2011)-  45 27 14.95078(N)    075 37 25.76540(W) AD(2010.00) c
 DE6592  ELLIP H (08/??/11)   83.601  (m)                       GP(2010.00) c c
 DE6592  ELLIP H (02/10/07)   83.593  (m)                       GP(2002.00)    
 DE6592  NAD 83(2007)-  45 27 14.95118(N)    075 37 25.76577(W) AD(2002.00) c
 DE6592  NAD 83(CORS)-  45 27 14.95120(N)    075 37 25.76620(W) AD(2002.00) c
 DE6592  ELLIP H (03/??/02)   83.588  (m)                       GP(2002.00) c c
 DE6592  ELLIP H (11/05/01)   83.570  (m)                       GP(       ) 4 1
 DE6592  NAD 83(1996)-  45 27 14.95139(N)    075 37 25.76663(W) AD(       ) c
 DE6592
 DE6592.Superseded values are not recommended for survey control.
 DE6592
 DE6592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6592.See file dsdata.pdf to determine how the superseded data were derived.
 DE6592
 DE6592_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DE6592_MARK LOGO: NONE
 DE6592
 DE6592                          STATION DESCRIPTION
 DE6592
 DE6592'DESCRIBED BY NATIONAL GEODETIC SURVEY 2020
 DE6592'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DE6592'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DE6592'ACCESSIBLE AT THE WORLDWIDE WEB.
 DE6592'https://geodesy.noaa.gov/CORS/data.shtml
 DE6592'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1263 ***********************************************************************
 RJ1263  DESIGNATION -  OTTER C8W 396
 RJ1263  PID         -  RJ1263
 RJ1263  STATE/COUNTY-  ON/ALGOMA
 RJ1263  COUNTRY     -  CANADA
 RJ1263  NTS MAPSHEET-  MUNUSCONG LAKE (2020)
 RJ1263
 RJ1263                         *CURRENT SURVEY CONTROL
 RJ1263  ______________________________________________________________________
 RJ1263* NAD 83(1986) POSITION- 46 10 16.59937(N) 084 01 49.35411(W)   ADJUSTED
 RJ1263* NAVD 88 ORTHO HEIGHT -   178.0   (meters)      584.    (feet) VERTCON
 RJ1263  ______________________________________________________________________
 RJ1263  GEOID HEIGHT    -        -37.080 (meters)                     EGM08
 RJ1263  HORZ ORDER      -  FIRST
 RJ1263
 RJ1263.The positional and height information provided upon this datasheet are not
 RJ1263.officially recognized by the Government of Canada, provincial governments
 RJ1263.within Canada, nor are they intended to replace or substitute for them.
 RJ1263.The intent of sharing this data is to allow access to positions or heights
 RJ1263.recognized by the United States Government. Passive control that is used by
 RJ1263.both nations may share the same or similar designations or descriptions but
 RJ1263.do not share official positions or heights. The 'Station Description' may
 RJ1263.originate from a Canadian 'Station Report' and if so contains information
 RJ1263.licensed under the 'Open Government License - Canada'.
 RJ1263
 RJ1263.The horizontal coordinates were established by GPS observations
 RJ1263.and adjusted by the National Geodetic Survey in May 1990.
 RJ1263
 RJ1263.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1263
 RJ1263.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1263
 RJ1263.Click photographs - Photos may exist for this station.
 RJ1263
 RJ1263. The following values were computed from the NAD 83(1986) position.
 RJ1263
 RJ1263;                    North         East     Units Scale Factor Converg.
 RJ1263;UTM  16      - 5,117,365.318   729,230.231   MT  1.00024599   +2 08 35.7
 RJ1263;UTM  17      - 5,117,542.614   266,080.373   MT  1.00027270   -2 11 13.7
 RJ1263
 RJ1263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1263!UTM  16      -   0.99997791  x   1.00024599  =   1.00022390
 RJ1263!UTM  17      -   0.99997791  x   1.00027270  =   1.00025061
 RJ1263
 RJ1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2923017365(NAD 83)
 RJ1263
 RJ1263                          SUPERSEDED SURVEY CONTROL
 RJ1263
 RJ1263  NGVD 29 (05/22/90)  178.0    (m)  RAPSU86  model used  GPS OBS        
 RJ1263
 RJ1263.Superseded values are not recommended for survey control.
 RJ1263
 RJ1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1263.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1263
 RJ1263_MARKER: DS = TRIANGULATION STATION DISK
 RJ1263_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1263+WITH SETTING: INFORMATION.
 RJ1263_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ1263+SATELLITE: SATELLITE OBSERVATIONS - 1988
 RJ1263
 RJ1263  HISTORY     - Date     Condition        Report By
 RJ1263  HISTORY     - 1988     MONUMENTED       USACE
 RJ1263
 RJ1263                          STATION DESCRIPTION
 RJ1263
 RJ1263'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1263'THE STATION IS LOCATED ABOUT 43.1 KM (26.8 MI) SOUTHEAST OF SAULT STE
 RJ1263'MARIE, 44.4 KM (27.6 MI) EAST-SOUTHEAST OF RUDYARD, 22.4 KM (13.9 MI)
 RJ1263'NORTHWEST OF DETOUR VILLAGE IN LOT 39, NEEBISH CONCESSION, JOCELYN
 RJ1263'TOWNSHIP, ALGOMA DISTRICT.
 RJ1263'OWNERSHIP---JOCELYN TOWNSHIP
 RJ1263'
 RJ1263'TO REACH THE STATION FROM THE POST OFFICE IN PICKFORD MI, GO EAST
 RJ1263'FOR 21.0 KM (13 MI) ON GOGOMAIN ROAD TO A 90 DEGREE BEND IN THE ROAD
 RJ1263'TOWARD THE SOUTH, TURN LEFT AND GO NORTH FOR 152.4 METERS (500 FT) ON
 RJ1263'A GRAVEL ROAD TO THE PUBLIC BOAT LAUNCH. TRAVEL BY BOAT ACROSS
 RJ1263'MUNUSCONG LAKE FOR 15 MINUTES TO A GROUP OF 3 HOMES WHERE THE
 RJ1263'STATION IS LOCATED.
 RJ1263'
 RJ1263'THE STATION IS A STANDARD COE DISK THAT IS STAMPED---C8W-396---,
 RJ1263'SET INTO A COVERED CYLINDER FLUSH WITH THE GROUND AND
 RJ1263'ATTACHED TO AN ALUMINUM ROD THAT IS DRIVEN INTO THE GROUND, LOCATED
 RJ1263'9.1 METERS (30 FT) INLAND FROM THE SHORE, AND 30.5 METERS (100 FT)
 RJ1263'SOUTH OF A PROMINENT FLAGPOLE.
 RJ1263'
 RJ1263'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TA0127 ***********************************************************************
 TA0127  DESIGNATION -  PADDY
 TA0127  PID         -  TA0127
 TA0127  STATE/COUNTY-  ON/RAINY RIVER
 TA0127  COUNTRY     -  CANADA
 TA0127  NTS MAPSHEET-  KNIFE LAKE (2020)
 TA0127
 TA0127                         *CURRENT SURVEY CONTROL
 TA0127  ______________________________________________________________________
 TA0127* NAD 83(1996) POSITION- 48 06 04.19604(N) 091 14 30.14360(W)   ADJUSTED
 TA0127* NAVD 88 ORTHO HEIGHT -   518.    (meters)     1699.    (feet) SCALED
 TA0127  ______________________________________________________________________
 TA0127  GEOID HEIGHT    -        -31.273 (meters)                     EGM08
 TA0127  HORZ ORDER      -  FIRST
 TA0127
 TA0127.The positional and height information provided upon this datasheet are not
 TA0127.officially recognized by the Government of Canada, provincial governments
 TA0127.within Canada, nor are they intended to replace or substitute for them.
 TA0127.The intent of sharing this data is to allow access to positions or heights
 TA0127.recognized by the United States Government. Passive control that is used by
 TA0127.both nations may share the same or similar designations or descriptions but
 TA0127.do not share official positions or heights. The 'Station Description' may
 TA0127.originate from a Canadian 'Station Report' and if so contains information
 TA0127.licensed under the 'Open Government License - Canada'.
 TA0127
 TA0127.The horizontal coordinates were established by classical geodetic methods
 TA0127.and adjusted by the National Geodetic Survey in March 1999.
 TA0127
 TA0127.The orthometric height was scaled from a topographic map.
 TA0127
 TA0127.Significant digits in the geoid height do not necessarily reflect accuracy.
 TA0127
 TA0127.Click photographs - Photos may exist for this station.
 TA0127
 TA0127. The following values were computed from the NAD 83(1996) position.
 TA0127
 TA0127;                    North         East     Units Scale Factor Converg.
 TA0127;UTM  15      - 5,329,039.701   630,901.954   MT  0.99981055   +1 18 32.1
 TA0127
 TA0127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TA0127!UTM  15      -   0.99992369  x   0.99981055  =   0.99973425
 TA0127
 TA0127:                Primary Azimuth Mark                     Grid Az
 TA0127:UTM  15      -  TROUBLE                                  350 14 31.2
 TA0127
 TA0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UXP3090129039(NAD 83)
 TA0127
 TA0127|---------------------------------------------------------------------|
 TA0127| PID    Reference Object                     Distance      Geod. Az  |
 TA0127|                                                           dddmmss.s |
 TA0127| TA0130 TROUBLE                             APPROX. 7.3 KM 3513303.3 |
 TA0127|---------------------------------------------------------------------|
 TA0127
 TA0127                          SUPERSEDED SURVEY CONTROL
 TA0127
 TA0127  NAD 83(1994)-  48 06 04.19555(N)    091 14 30.13850(W) AD(       ) 1
 TA0127  NAD 83(1986)-  48 06 04.19398(N)    091 14 30.13812(W) AD(       ) 1
 TA0127  NAD 27      -  48 06 04.58400(N)    091 14 29.73700(W) AD(       ) 1
 TA0127
 TA0127.Superseded values are not recommended for survey control.
 TA0127
 TA0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TA0127.See file dsdata.pdf to determine how the superseded data were derived.
 TA0127
 TA0127
 TA0127  HISTORY     - Date     Condition        Report By
 TA0127  HISTORY     - 1915     MONUMENTED       GSC
 TA0127  HISTORY     - 1917     GOOD             CGS
 TA0127
 TA0127                          STATION DESCRIPTION
 TA0127
 TA0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1917
 TA0127'ON NORTH SIDE OF KNIFE LAKE, OPPOSITE MOUTH OF BIG SOUTHERN
 TA0127'ARM OF LAKE, ON TOP OF HIGH TIMBERED HILL, AND ABOUT 400 METERS
 TA0127'(1,312 FEET) BACK FROM SHORE OF SMALL BAY.  MARKED BY COPPER
 TA0127'BOLT IN DRILL HOLE WITHIN TRIANGLE CUT IN ROCK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1136 ***********************************************************************
 RJ1136  DESIGNATION -  PARISIAN ISLAND USLS 1895
 RJ1136  PID         -  RJ1136
 RJ1136  STATE/COUNTY-  ON/ALGOMA
 RJ1136  COUNTRY     -  CANADA
 RJ1136  NTS MAPSHEET-  ILE PARISIENNE (2020)
 RJ1136
 RJ1136                         *CURRENT SURVEY CONTROL
 RJ1136  ______________________________________________________________________
 RJ1136* NAD 83(1986) POSITION- 46 40 03.13831(N) 084 43 43.65389(W)   ADJUSTED
 RJ1136* NAVD 88 ORTHO HEIGHT -   213.    (meters)      699.    (feet) SCALED
 RJ1136  ______________________________________________________________________
 RJ1136  GEOID HEIGHT    -        -36.946 (meters)                     EGM08
 RJ1136  HORZ ORDER      -  FIRST
 RJ1136
 RJ1136.The positional and height information provided upon this datasheet are not
 RJ1136.officially recognized by the Government of Canada, provincial governments
 RJ1136.within Canada, nor are they intended to replace or substitute for them.
 RJ1136.The intent of sharing this data is to allow access to positions or heights
 RJ1136.recognized by the United States Government. Passive control that is used by
 RJ1136.both nations may share the same or similar designations or descriptions but
 RJ1136.do not share official positions or heights. The 'Station Description' may
 RJ1136.originate from a Canadian 'Station Report' and if so contains information
 RJ1136.licensed under the 'Open Government License - Canada'.
 RJ1136
 RJ1136.The horizontal coordinates were established by classical geodetic methods
 RJ1136.and adjusted by the National Geodetic Survey in July 1986.
 RJ1136
 RJ1136.The orthometric height was scaled from a topographic map.
 RJ1136
 RJ1136.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1136
 RJ1136.Click photographs - Photos may exist for this station.
 RJ1136
 RJ1136. The following values were computed from the NAD 83(1986) position.
 RJ1136
 RJ1136;                    North         East     Units Scale Factor Converg.
 RJ1136;UTM  16      - 5,170,725.282   673,735.390   MT  0.99997102   +1 39 08.8
 RJ1136
 RJ1136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1136!UTM  16      -   0.99997240  x   0.99997102  =   0.99994342
 RJ1136
 RJ1136:                Primary Azimuth Mark                     Grid Az
 RJ1136:UTM  16      -  NORTH SANDY USLS 1895                    015 50 41.5
 RJ1136
 RJ1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS7373570725(NAD 83)
 RJ1136
 RJ1136|---------------------------------------------------------------------|
 RJ1136| PID    Reference Object                     Distance      Geod. Az  |
 RJ1136|                                                           dddmmss.s |
 RJ1136| RJ1130 NORTH SANDY USLS 1895               APPROX.18.3 KM 0172950.3 |
 RJ1136|---------------------------------------------------------------------|
 RJ1136
 RJ1136                          SUPERSEDED SURVEY CONTROL
 RJ1136
 RJ1136  NAD 27      -  46 40 03.06180(N)    084 43 43.44370(W) AD(       ) 1
 RJ1136  USSD        -  46 40 03.76700(N)    084 43 42.72400(W) AD(       ) 3
 RJ1136
 RJ1136.Superseded values are not recommended for survey control.
 RJ1136
 RJ1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1136.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1136
 RJ1136
 RJ1136  HISTORY     - Date     Condition        Report By
 RJ1136  HISTORY     - 1895     MONUMENTED       USLS
 RJ1136
 RJ1136                          STATION DESCRIPTION
 RJ1136
 RJ1136'DESCRIBED BY US LAKE SURVEY 1895
 RJ1136'ON HIGHEST POINT OF RIDGE EXTENDING ALONG WEST SIDE OF PARISIAN
 RJ1136'ISLAND.  MARKED BY
 RJ1136'3/8-INCH DRILL HOLE BETWEEN LETTERS U.S. IN TOP OF 6- BY 6- BY
 RJ1136'24-INCH CUT STONE, 2 FEET BELOW
 RJ1136'SURFACE OF GROUND.  REFERENCE MARKS ARE COMMON
 RJ1136'FIELD STONES EACH WITH CROSS AND LETTERS U.S. CUT
 RJ1136'IN TOP SURFACE, AND ARE AT
 RJ1136'FOLLOWING DISTANCES AND BEARINGS FROM STATION- 24 FEET, N. 18 DEG 30
 RJ1136'MIN E., AND 50 FEET, N. 72 DEG W.
 RJ1136'STATION ALSO CALLED PARISIAN BY U.S. LAKE SURVEY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 OG1015 ***********************************************************************
 OG1015  DESIGNATION -  PARK IWC
 OG1015  PID         -  OG1015
 OG1015  STATE/COUNTY-  ON/NIAGARA
 OG1015  COUNTRY     -  CANADA
 OG1015  NTS MAPSHEET-  NIAGARA (2020)
 OG1015
 OG1015                         *CURRENT SURVEY CONTROL
 OG1015  ______________________________________________________________________
 OG1015* NAD 83(1996) POSITION- 43 04 22.53326(N) 079 04 30.26884(W)   ADJUSTED
 OG1015* NAVD 88 ORTHO HEIGHT -   164.    (meters)      538.    (feet) SCALED
 OG1015  ______________________________________________________________________
 OG1015  GEOID HEIGHT    -        -36.301 (meters)                     EGM08
 OG1015  HORZ ORDER      -  THIRD
 OG1015
 OG1015.The positional and height information provided upon this datasheet are not
 OG1015.officially recognized by the Government of Canada, provincial governments
 OG1015.within Canada, nor are they intended to replace or substitute for them.
 OG1015.The intent of sharing this data is to allow access to positions or heights
 OG1015.recognized by the United States Government. Passive control that is used by
 OG1015.both nations may share the same or similar designations or descriptions but
 OG1015.do not share official positions or heights. The 'Station Description' may
 OG1015.originate from a Canadian 'Station Report' and if so contains information
 OG1015.licensed under the 'Open Government License - Canada'.
 OG1015
 OG1015.The horizontal coordinates were established by classical geodetic methods
 OG1015.and adjusted by the National Geodetic Survey in January 1999.
 OG1015
 OG1015.The orthometric height was scaled from a topographic map.
 OG1015
 OG1015.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG1015
 OG1015.Click photographs - Photos may exist for this station.
 OG1015
 OG1015. The following values were computed from the NAD 83(1996) position.
 OG1015
 OG1015;                    North         East     Units Scale Factor Converg.
 OG1015;UTM  17      - 4,770,711.308   656,713.842   MT  0.99990213   +1 18 53.5
 OG1015
 OG1015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG1015!UTM  17      -   0.99998000  x   0.99990213  =   0.99988213
 OG1015
 OG1015:                Primary Azimuth Mark                     Grid Az
 OG1015:UTM  17      -  LUNDY IWC                                325 51 38.9
 OG1015
 OG1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5671370711(NAD 83)
 OG1015
 OG1015|---------------------------------------------------------------------|
 OG1015| PID    Reference Object                     Distance      Geod. Az  |
 OG1015|                                                           dddmmss.s |
 OG1015| OG1080 NF LORETTA ACADEMY CROSS IBC        APPROX. 0.7 KM 2985132.1 |
 OG1015| OG1019 LUNDY IWC                           APPROX. 0.6 KM 3271032.4 |
 OG1015|---------------------------------------------------------------------|
 OG1015
 OG1015                          SUPERSEDED SURVEY CONTROL
 OG1015
 OG1015  NAD 83(1986)-  43 04 22.53926(N)    079 04 30.26668(W) AD(       ) 3
 OG1015  NAD 27      -  43 04 22.33640(N)    079 04 31.10255(W) AD(       ) 3
 OG1015
 OG1015.Superseded values are not recommended for survey control.
 OG1015
 OG1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG1015.See file dsdata.pdf to determine how the superseded data were derived.
 OG1015
 OG1015_MARKER: DD = SURVEY DISK
 OG1015_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OG1015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG1015
 OG1015  HISTORY     - Date     Condition        Report By
 OG1015  HISTORY     - 1912     MONUMENTED       IWC
 OG1015  HISTORY     - 1971     GOOD             IBC
 OG1015
 OG1015                          STATION DESCRIPTION
 OG1015
 OG1015'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1912 (JLS)
 OG1015'ON THE CANADIAN SIDE OF THE NIAGARA RIVER, ABOUT 15 FEET NORTH OF THE
 OG1015'MIDDLE TREE OF THE THREE NORTHERNMOST MAPLE TREES OF A GROUP OF FIVE.
 OG1015'THE STATION IS ABOUT 10 FEET FROM THE PATH WHICH RUNS ALONG THE
 OG1015'RIVER BANK AND ABOUT 30 FEET FROM THE EDGE OF THE BANK.  IT IS 24.8
 OG1015'FEET FROM THE NEAREST PART OF THE NORTHWEST MAPLE, 13.1 FEET FROM
 OG1015'THE NEAREST PART OF THE MIDDLE MAPLE, AND 25.2 FEET FROM THE NEAREST
 OG1015'PART OF THE EAST MAPLE.  THE STATION IS IN AZIMUTH 118 DEGREES 31
 OG1015'MINUTES DISTANT 146.58 FEET FROM STATION---PARK-SUB---WHICH WAS
 OG1015'SUBSTITUTED FOR IT IN THE MAIN TRIANGULATION SCHEME OF 1941.
 OG1015'
 OG1015'STATION MARK, AN IBC STANDARD BRONZE - DISK STATION MARK SET FLUSH
 OG1015'WITH THE SURFACE OF THE GROUND IN THE TOP OF A CYLINDER OF CONCRETE
 OG1015'8 INCHES IN DIAMETER.  THE SUBSURFACE MARK IS A BRASS SCREW IN THE
 OG1015'TOP OF A CONCRETE CYLINDER SET ON BEDROCK 18 INCHES UNDERGROUND.
 OG1015
 OG1015                          STATION RECOVERY (1971)
 OG1015
 OG1015'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 OG1015'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 OG1015'IT IS 27 FEET SOUTHEAST OF A STEEL, WITNESS POST WITH METAL SIGN
 OG1015'ATTACHED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 OG1014 ***********************************************************************
 OG1014  DESIGNATION -  PARK SUB
 OG1014  PID         -  OG1014
 OG1014  STATE/COUNTY-  ON/NIAGARA
 OG1014  COUNTRY     -  CANADA
 OG1014  NTS MAPSHEET-  NIAGARA (2020)
 OG1014
 OG1014                         *CURRENT SURVEY CONTROL
 OG1014  ______________________________________________________________________
 OG1014* NAD 83(1996) POSITION- 43 04 21.84202(N) 079 04 28.53357(W)   ADJUSTED
 OG1014* NAVD 88 ORTHO HEIGHT -   164.    (meters)      538.    (feet) SCALED
 OG1014  ______________________________________________________________________
 OG1014  GEOID HEIGHT    -        -36.301 (meters)                     EGM08
 OG1014  HORZ ORDER      -  THIRD
 OG1014
 OG1014.The positional and height information provided upon this datasheet are not
 OG1014.officially recognized by the Government of Canada, provincial governments
 OG1014.within Canada, nor are they intended to replace or substitute for them.
 OG1014.The intent of sharing this data is to allow access to positions or heights
 OG1014.recognized by the United States Government. Passive control that is used by
 OG1014.both nations may share the same or similar designations or descriptions but
 OG1014.do not share official positions or heights. The 'Station Description' may
 OG1014.originate from a Canadian 'Station Report' and if so contains information
 OG1014.licensed under the 'Open Government License - Canada'.
 OG1014
 OG1014.The horizontal coordinates were established by classical geodetic methods
 OG1014.and adjusted by the National Geodetic Survey in January 1999.
 OG1014
 OG1014.The orthometric height was scaled from a topographic map.
 OG1014
 OG1014.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG1014
 OG1014.Click photographs - Photos may exist for this station.
 OG1014
 OG1014. The following values were computed from the NAD 83(1996) position.
 OG1014
 OG1014;                    North         East     Units Scale Factor Converg.
 OG1014;UTM  17      - 4,770,690.885   656,753.575   MT  0.99990228   +1 18 54.6
 OG1014
 OG1014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG1014!UTM  17      -   0.99998000  x   0.99990228  =   0.99988228
 OG1014
 OG1014:                Primary Azimuth Mark                     Grid Az
 OG1014:UTM  17      -  LUNDY SUB IBC                            325 09 21.4
 OG1014
 OG1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5675370690(NAD 83)
 OG1014
 OG1014|---------------------------------------------------------------------|
 OG1014| PID    Reference Object                     Distance      Geod. Az  |
 OG1014|                                                           dddmmss.s |
 OG1014| OG1008 NF GEN BROCK HOTEL POLE             APPROX. 2.1 KM 0064543.1 |
 OG1014| OG0907 NIAGARA FALLS UNIT OFF BLDG FP      APPROX. 1.7 KM 0362441.7 |
 OG1014| OG0977 NF NIAGARA HOTEL POLE IBC           APPROX. 1.7 KM 0384541.5 |
 OG1014| OG0960 NF SHREDDED WHEAT BLDG IBC          APPROX. 1.9 KM 0530617.3 |
 OG1014| DA1929 PARK SUB RM 1                        12.950 METERS 12715     |
 OG1014| DA1930 PARK SUB RM 2                        45.561 METERS 18720     |
 OG1014| OG1015 PARK IWC                             44.679 METERS 29831     |
 OG1014| OG1077 LUNDY SUB IBC                       APPROX. 0.6 KM 3262816.0 |
 OG1014|---------------------------------------------------------------------|
 OG1014
 OG1014                          SUPERSEDED SURVEY CONTROL
 OG1014
 OG1014  NAD 83(1986)-  43 04 21.84802(N)    079 04 28.53144(W) AD(       ) 3
 OG1014  NAD 27      -  43 04 21.64514(N)    079 04 29.36731(W) AD(       ) 3
 OG1014
 OG1014.Superseded values are not recommended for survey control.
 OG1014
 OG1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG1014.See file dsdata.pdf to determine how the superseded data were derived.
 OG1014
 OG1014_MARKER: DD = SURVEY DISK
 OG1014_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OG1014
 OG1014  HISTORY     - Date     Condition        Report By
 OG1014  HISTORY     - 1941     MONUMENTED       IBC
 OG1014  HISTORY     - 1971     GOOD             IBC
 OG1014
 OG1014                          STATION DESCRIPTION
 OG1014
 OG1014'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 OG1014'ON THE CANADIAN SIDE OF THE NIAGARA RIVER, NEAR THE NORTHEAST CORNER
 OG1014'OF THE ELECTRICAL DEVELOPMENT COMPANY POWER HOUSE (CORNERSTONE LAID
 OG1014'MAY 8, 1906 BY SIR WILLIAM MORTIMER CLARK, K C, LT GOV OF ONTARIO).
 OG1014'THE STATION IS 6 FEET FROM THE EDGE OF THE RIVER BANK AND LIES
 OG1014'BETWEEN THE BANK AND A FENCE RUNNING ALONG THE RIVER NEAR THE EDGE.
 OG1014'THE BANK AT THIS POINT IS PROTECTED BY LARGE CUT - STONE BLOCKS.
 OG1014'
 OG1014'STATION MARK, AN IBC STANDARD BRONZE - DISK STATION MARK SET FLUSH
 OG1014'WITH THE SURFACE OF THE GROUND IN THE TOP OF A CYLINDER OF CONCRETE
 OG1014'8 INCHES IN DIAMETER AND 2 FEET IN DEPTH.  THE SUBSURFACE MARK IS A
 OG1014'BRASS SCREW SET 2 FEET UNDERGROUND IN THE TOP OF AN 8 - INCH CYLINDER
 OG1014'OF CONCRETE.  THERE ARE TWO REFERENCES.  NO 1 IS A DRILL HOLE IN THE
 OG1014'BOTTOM STONE OF A CUT - STONE ORNAMENTAL FENCE NORTHEAST OF A SET OF
 OG1014'CIRCULAR STONE STEPS.  NO 2 IS THE NORTHWEST CORNER OF THE BOTTOM
 OG1014'STEP OF A SET OF FOUR STEPS LEADING UP TO A TERRACE.
 OG1014
 OG1014                          STATION RECOVERY (1971)
 OG1014
 OG1014'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 OG1014'THE STATION AND REFERENCE NO 1 WERE RECOVERED AS DESCRIBED AND FOUND
 OG1014'IN GOOD CONDITION.  REFERENCE NO 2 WAS NOT RECOVERED.  THE STATION
 OG1014'IS 14 FEET WEST OF THE WEST SIDE OF A CONCRETE WALL THAT IS 8 INCHES
 OG1014'HIGH AND 6 INCHES WIDE THAT HOLDS AN IRON FENCE ON THE OVERLOOK JUST
 OG1014'WEST OF THE POWER BUILDING, 5.3 FEET FROM THE EDGE OF CUT ROCK BANK,
 OG1014'4 FEET SOUTH OF A STEEL, WITNESS POST WITH METAL SIGN ATTACHED AND 1
 OG1014'FOOT UNDER THE GRAVEL FILL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DF5374 ***********************************************************************
 DF5374  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF5374  DESIGNATION -  PARRY SOUND CORS ARP
 DF5374  CORS_ID     -  PARY
 DF5374  PID         -  DF5374
 DF5374  STATE/COUNTY-  ON/PARRY SOUND
 DF5374  COUNTRY     -  CANADA
 DF5374  NTS MAPSHEET-  PARRY SOUND (2020)
 DF5374
 DF5374                         *CURRENT SURVEY CONTROL
 DF5374  ______________________________________________________________________
 DF5374* NAD 83(2011) POSITION- 45 20 18.75971(N) 080 02 09.17983(W)   ADJUSTED
 DF5374* NAD 83(2011) ELLIP HT-   146.105 (meters)        (12/??/22)   ADJUSTED
 DF5374* NAD 83(2011) EPOCH   -  2010.00
 DF5374  ______________________________________________________________________
 DF5374  GEOID HEIGHT    -        -36.065 (meters)                     EGM08
 DF5374  NAD 83(2011) X  -    777,085.788 (meters)                     COMP
 DF5374  NAD 83(2011) Y  - -4,423,269.834 (meters)                     COMP
 DF5374  NAD 83(2011) Z  -  4,513,977.872 (meters)                     COMP
 DF5374
 DF5374  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF5374  Standards:
 DF5374         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF5374            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF5374  -------------------------------------------------------------------
 DF5374  NETWORK    0.13   0.35           0.05   0.06   0.18     -0.08228100
 DF5374  -------------------------------------------------------------------
 DF5374
 DF5374.The positional and height information provided upon this datasheet are not
 DF5374.officially recognized by the Government of Canada, provincial governments
 DF5374.within Canada, nor are they intended to replace or substitute for them.
 DF5374.The intent of sharing this data is to allow access to positions or heights
 DF5374.recognized by the United States Government. Passive control that is used by
 DF5374.both nations may share the same or similar designations or descriptions but
 DF5374.do not share official positions or heights. The 'Station Description' may
 DF5374.originate from a Canadian 'Station Report' and if so contains information
 DF5374.licensed under the 'Open Government License - Canada'.
 DF5374
 DF5374.The coordinates were established by GPS observations
 DF5374.and adjusted by the National Geodetic Survey in December 2022.
 DF5374
 DF5374.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF5374.been affixed to the stable North American Tectonic Plate. 
 DF5374
 DF5374.The coordinates are valid at the epoch date displayed above
 DF5374.which is a decimal equivalence of Year/Month/Day.
 DF5374
 DF5374.Due to the release of the International GNSS Service (IGS) 2014
 DF5374.realization of the International Terrestrial Reference Frame of 2014
 DF5374.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DF5374.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DF5374.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DF5374.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DF5374.currently published epoch of 2010.00.
 DF5374
 DF5374.Additional information on MYCS2 is available at
 DF5374.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DF5374
 DF5374.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5374
 DF5374.The PID for the CORS L1 Phase Center is DR8515.
 DF5374
 DF5374.Click photographs - Photos may exist for this station.
 DF5374
 DF5374.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF5374
 DF5374.The ellipsoidal height was determined by GPS observations
 DF5374.and is referenced to NAD 83.
 DF5374
 DF5374. The following values were computed from the NAD 83(2011) position.
 DF5374
 DF5374;                    North         East     Units Scale Factor Converg.
 DF5374;UTM  17      - 5,021,011.572   575,538.297   MT  0.99967016   +0 41 08.8
 DF5374
 DF5374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5374!UTM  17      -   0.99997709  x   0.99967016  =   0.99964726
 DF5374
 DF5374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNL7553821011(NAD 83)
 DF5374
 DF5374                          SUPERSEDED SURVEY CONTROL
 DF5374
 DF5374  NAD 83(2011)-  45 20 18.75973(N)    080 02 09.17985(W) AD(2010.00) c
 DF5374  ELLIP H (06/??/19)  146.139  (m)                       GP(2010.00) c c
 DF5374  NAD 83(2011)-  45 20 18.75978(N)    080 02 09.17989(W) AD(2010.00) c
 DF5374  ELLIP H (08/??/11)  146.137  (m)                       GP(2010.00) c c
 DF5374  NAD 83(CORS)-  45 20 18.76016(N)    080 02 09.18042(W) AD(2002.00) c
 DF5374  ELLIP H (05/??/03)  146.137  (m)                       GP(2002.00) c c
 DF5374
 DF5374.Superseded values are not recommended for survey control.
 DF5374
 DF5374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5374.See file dsdata.pdf to determine how the superseded data were derived.
 DF5374
 DF5374_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF5374
 DF5374                          STATION DESCRIPTION
 DF5374
 DF5374'DESCRIBED BY NATIONAL GEODETIC SURVEY 2022
 DF5374'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DF5374'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DF5374'ACCESSIBLE AT THE WORLDWIDE WEB.
 DF5374'https://geodesy.noaa.gov/CORS/data.shtml
 DF5374'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DF5376 ***********************************************************************
 DF5376  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF5376  DESIGNATION -  PARRY SOUND CORS MONUMENT
 DF5376  CORS_ID     -  PARY
 DF5376  PID         -  DF5376
 DF5376  STATE/COUNTY-  ON/PARRY SOUND
 DF5376  COUNTRY     -  CANADA
 DF5376  NTS MAPSHEET-  PARRY SOUND (2020)
 DF5376
 DF5376                         *CURRENT SURVEY CONTROL
 DF5376  ______________________________________________________________________
 DF5376* NAD 83(2011) POSITION- 45 20 18.75971(N) 080 02 09.17983(W)   ADJUSTED
 DF5376* NAD 83(2011) ELLIP HT-   146.055 (meters)        (12/??/22)   ADJUSTED
 DF5376* NAD 83(2011) EPOCH   -  2010.00
 DF5376  ______________________________________________________________________
 DF5376  GEOID HEIGHT    -        -36.065 (meters)                     EGM08
 DF5376  NAD 83(2011) X  -    777,085.782 (meters)                     COMP
 DF5376  NAD 83(2011) Y  - -4,423,269.799 (meters)                     COMP
 DF5376  NAD 83(2011) Z  -  4,513,977.836 (meters)                     COMP
 DF5376
 DF5376  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF5376  Standards:
 DF5376         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF5376            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF5376  -------------------------------------------------------------------
 DF5376  NETWORK    0.13   0.35           0.05   0.06   0.18     -0.08228100
 DF5376  -------------------------------------------------------------------
 DF5376
 DF5376.The positional and height information provided upon this datasheet are not
 DF5376.officially recognized by the Government of Canada, provincial governments
 DF5376.within Canada, nor are they intended to replace or substitute for them.
 DF5376.The intent of sharing this data is to allow access to positions or heights
 DF5376.recognized by the United States Government. Passive control that is used by
 DF5376.both nations may share the same or similar designations or descriptions but
 DF5376.do not share official positions or heights. The 'Station Description' may
 DF5376.originate from a Canadian 'Station Report' and if so contains information
 DF5376.licensed under the 'Open Government License - Canada'.
 DF5376
 DF5376.The horizontal coordinates were established by GPS observations
 DF5376.and adjusted by the National Geodetic Survey in December 2022.
 DF5376
 DF5376.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF5376.been affixed to the stable North American Tectonic Plate. 
 DF5376
 DF5376.The horizontal coordinates are valid at the epoch date displayed above
 DF5376.which is a decimal equivalence of Year/Month/Day.
 DF5376
 DF5376.Due to the release of the International GNSS Service (IGS) 2014
 DF5376.realization of the International Terrestrial Reference Frame of 2014
 DF5376.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DF5376.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DF5376.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DF5376.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DF5376.currently published epoch of 2010.00.
 DF5376
 DF5376.Additional information on MYCS2 is available at
 DF5376.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DF5376
 DF5376.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5376
 DF5376.Click photographs - Photos may exist for this station.
 DF5376
 DF5376.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF5376
 DF5376.The ellipsoidal height was determined by GPS observations
 DF5376.and is referenced to NAD 83.
 DF5376
 DF5376. The following values were computed from the NAD 83(2011) position.
 DF5376
 DF5376;                    North         East     Units Scale Factor Converg.
 DF5376;UTM  17      - 5,021,011.572   575,538.297   MT  0.99967016   +0 41 08.8
 DF5376
 DF5376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5376!UTM  17      -   0.99997710  x   0.99967016  =   0.99964727
 DF5376
 DF5376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TNL7553821011(NAD 83)
 DF5376
 DF5376                          SUPERSEDED SURVEY CONTROL
 DF5376
 DF5376  NAD 83(2011)-  45 20 18.75973(N)    080 02 09.17985(W) AD(2010.00) A
 DF5376  ELLIP H (06/??/19)  146.089  (m)                       GP(2010.00) 4 1
 DF5376  NAD 83(2011)-  45 20 18.75978(N)    080 02 09.17989(W) AD(2010.00) A
 DF5376  ELLIP H (08/??/11)  146.087  (m)                       GP(2010.00) 4 1
 DF5376  NAD 83(CORS)-  45 20 18.76016(N)    080 02 09.18042(W) AD(2002.00) A
 DF5376  ELLIP H (05/??/03)  146.087  (m)                       GP(2002.00) 4 1
 DF5376
 DF5376.Superseded values are not recommended for survey control.
 DF5376
 DF5376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5376.See file dsdata.pdf to determine how the superseded data were derived.
 DF5376
 DF5376_STAMPING: UNKNOWN
 DF5376
 DF5376                          STATION DESCRIPTION
 DF5376
 DF5376'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'PARY'
 DF5376'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DF5376'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF5376'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF5376'   https://geodesy.noaa.gov/corsdata/coord/coord_14
 DF5376'   https://geodesy.noaa.gov/corsdata/station_log
 DF5376'   https://geodesy.noaa.gov/CORS
 DF5376'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0541 ***********************************************************************
 TC0541  DESIGNATION -  PARTRIDGE
 TC0541  PID         -  TC0541
 TC0541  STATE/COUNTY-  ON/RAINY RIVER
 TC0541  COUNTRY     -  CANADA
 TC0541  NTS MAPSHEET-  PINEWOOD (2020)
 TC0541
 TC0541                         *CURRENT SURVEY CONTROL
 TC0541  ______________________________________________________________________
 TC0541* NAD 83(1996) POSITION- 48 43 19.56811(N) 094 05 30.14021(W)   ADJUSTED
 TC0541* NAVD 88 ORTHO HEIGHT -   373.    (meters)     1224.    (feet) SCALED
 TC0541  ______________________________________________________________________
 TC0541  GEOID HEIGHT    -        -29.689 (meters)                     EGM08
 TC0541  HORZ ORDER      -  FIRST
 TC0541
 TC0541.The positional and height information provided upon this datasheet are not
 TC0541.officially recognized by the Government of Canada, provincial governments
 TC0541.within Canada, nor are they intended to replace or substitute for them.
 TC0541.The intent of sharing this data is to allow access to positions or heights
 TC0541.recognized by the United States Government. Passive control that is used by
 TC0541.both nations may share the same or similar designations or descriptions but
 TC0541.do not share official positions or heights. The 'Station Description' may
 TC0541.originate from a Canadian 'Station Report' and if so contains information
 TC0541.licensed under the 'Open Government License - Canada'.
 TC0541
 TC0541.The horizontal coordinates were established by classical geodetic methods
 TC0541.and adjusted by the National Geodetic Survey in March 1999.
 TC0541
 TC0541.The orthometric height was scaled from a topographic map.
 TC0541
 TC0541.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0541
 TC0541.Click photographs - Photos may exist for this station.
 TC0541
 TC0541. The following values were computed from the NAD 83(1996) position.
 TC0541
 TC0541;                    North         East     Units Scale Factor Converg.
 TC0541;UTM  15      - 5,397,138.858   419,707.229   MT  0.99967920   -0 49 13.7
 TC0541
 TC0541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0541!UTM  15      -   0.99994614  x   0.99967920  =   0.99962536
 TC0541
 TC0541:                Primary Azimuth Mark                     Grid Az
 TC0541:UTM  15      -  HILL                                     087 06 15.8
 TC0541
 TC0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP1970797138(NAD 83)
 TC0541
 TC0541|---------------------------------------------------------------------|
 TC0541| PID    Reference Object                     Distance      Geod. Az  |
 TC0541|                                                           dddmmss.s |
 TC0541| TC0542 HILL                                APPROX. 2.5 KM 0861702.1 |
 TC0541|---------------------------------------------------------------------|
 TC0541
 TC0541                          SUPERSEDED SURVEY CONTROL
 TC0541
 TC0541  NAD 83(1986)-  48 43 19.55110(N)    094 05 30.13554(W) AD(       ) 1
 TC0541
 TC0541.Superseded values are not recommended for survey control.
 TC0541
 TC0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0541.See file dsdata.pdf to determine how the superseded data were derived.
 TC0541
 TC0541_MARKER: DD = SURVEY DISK
 TC0541_SETTING: 80 = SET IN A BOULDER
 TC0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0541+STABILITY: SURFACE MOTION
 TC0541
 TC0541  HISTORY     - Date     Condition        Report By
 TC0541  HISTORY     - 1913     MONUMENTED       IBC
 TC0541
 TC0541                          STATION DESCRIPTION
 TC0541
 TC0541'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (CHS)
 TC0541'ON THE NORTH SIDE OF RAINY RIVER, ON THE NORTHWEST QUARTER OF SECTION
 TC0541'29, SHENSTON TOWNSHIP.  THE STATION IS ON THE HIGHEST POINT OF THE
 TC0541'SOUTHEAST PART OF A HIGH ROCK RIDGE COVERED WITH SCRUB POPLAR AND
 TC0541'PINE.
 TC0541'
 TC0541'STATION MARK--A BRONZE DISK CEMENTED IN A DRILL HOLE IN THE ROCK.  A
 TC0541'ROCK CAIRN, 5 FEET IN DIAMETER AND 5 FEET HIGH, WAS BUILT 1.2 METERS
 TC0541'SOUTH OF CENTER OF THE STATION.  THE STATION MARK WAS NOT FOUND IN
 TC0541'1921.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0981 ***********************************************************************
 TC0981  DESIGNATION -  PASTURE
 TC0981  PID         -  TC0981
 TC0981  STATE/COUNTY-  ON/RAINY RIVER
 TC0981  COUNTRY     -  CANADA
 TC0981  NTS MAPSHEET-  PINEWOOD (2020)
 TC0981
 TC0981                         *CURRENT SURVEY CONTROL
 TC0981  ______________________________________________________________________
 TC0981* NAD 83(1996) POSITION- 48 41 37.76793(N) 094 26 59.47372(W)   ADJUSTED
 TC0981* NAVD 88 ORTHO HEIGHT -   329.    (meters)     1079.    (feet) SCALED
 TC0981  ______________________________________________________________________
 TC0981  GEOID HEIGHT    -        -29.114 (meters)                     EGM08
 TC0981  HORZ ORDER      -  THIRD
 TC0981
 TC0981.The positional and height information provided upon this datasheet are not
 TC0981.officially recognized by the Government of Canada, provincial governments
 TC0981.within Canada, nor are they intended to replace or substitute for them.
 TC0981.The intent of sharing this data is to allow access to positions or heights
 TC0981.recognized by the United States Government. Passive control that is used by
 TC0981.both nations may share the same or similar designations or descriptions but
 TC0981.do not share official positions or heights. The 'Station Description' may
 TC0981.originate from a Canadian 'Station Report' and if so contains information
 TC0981.licensed under the 'Open Government License - Canada'.
 TC0981
 TC0981.The horizontal coordinates were established by classical geodetic methods
 TC0981.and adjusted by the National Geodetic Survey in March 1999.
 TC0981
 TC0981.The orthometric height was scaled from a topographic map.
 TC0981
 TC0981.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0981
 TC0981.Click photographs - Photos may exist for this station.
 TC0981
 TC0981. The following values were computed from the NAD 83(1996) position.
 TC0981
 TC0981;                    North         East     Units Scale Factor Converg.
 TC0981;UTM  15      - 5,394,434.755   393,307.001   MT  0.99973985   -1 05 21.2
 TC0981
 TC0981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0981!UTM  15      -   0.99995295  x   0.99973985  =   0.99969281
 TC0981
 TC0981:                Primary Azimuth Mark                     Grid Az
 TC0981:UTM  15      -  SAND                                     107 39 13.5
 TC0981
 TC0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP9330794434(NAD 83)
 TC0981
 TC0981|---------------------------------------------------------------------|
 TC0981| PID    Reference Object                     Distance      Geod. Az  |
 TC0981|                                                           dddmmss.s |
 TC0981| TC1205 SAND                                APPROX. 0.5 KM 1063352.3 |
 TC0981| TC0861 CANE                                369.399 METERS 21414     |
 TC0981| TC1207 SCOTCH                              292.387 METERS 27703     |
 TC0981|---------------------------------------------------------------------|
 TC0981
 TC0981                          SUPERSEDED SURVEY CONTROL
 TC0981
 TC0981  NAD 83(1986)-  48 41 37.74846(N)    094 26 59.46546(W) AD(       ) 3
 TC0981
 TC0981.Superseded values are not recommended for survey control.
 TC0981
 TC0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0981.See file dsdata.pdf to determine how the superseded data were derived.
 TC0981
 TC0981_MARKER: X = CHISELED CROSS
 TC0981_SETTING: 80 = SET IN A BOULDER
 TC0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0981+STABILITY: SURFACE MOTION
 TC0981
 TC0981  HISTORY     - Date     Condition        Report By
 TC0981  HISTORY     - 1914     MONUMENTED       IBC
 TC0981  HISTORY     - 1947     MARK NOT FOUND   IBC
 TC0981
 TC0981                          STATION DESCRIPTION
 TC0981
 TC0981'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC0981'ON THE NORTH BANK OF RAINY RIVER, ABOUT FIVE - EIGHTHS MILE WEST OF
 TC0981'CLEMENTSON, MINN.  THE STATION IS ABOUT 8 METERS BACK FROM THE RIVERS
 TC0981'EDGE, 130 METERS EAST OF A FENCE, AND 75 METERS SOUTHWEST OF AN OLD
 TC0981'HEWED - TIMBER HOUSE.
 TC0981'
 TC0981'STATION MARK--A CROSS CUT IN A STONE OVER A BURIED BALL OF WIRE,
 TC0981'MARKING TRIANGULATION STATION---PASTURE,---IS 6.80 METERS SOUTHWEST
 TC0981'OF MONUMENT 103.
 TC0981
 TC0981                          STATION RECOVERY (1947)
 TC0981
 TC0981'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1947 (NWS)
 TC0981'STATION WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TB1016 ***********************************************************************
 TB1016  DESIGNATION -  PAT
 TB1016  PID         -  TB1016
 TB1016  STATE/COUNTY-  ON/RAINY RIVER
 TB1016  COUNTRY     -  CANADA
 TB1016  NTS MAPSHEET-  EMO (2020)
 TB1016
 TB1016                         *CURRENT SURVEY CONTROL
 TB1016  ______________________________________________________________________
 TB1016* NAD 83(1996) POSITION- 48 38 25.80439(N) 093 54 42.91807(W)   ADJUSTED
 TB1016* NAVD 88 ORTHO HEIGHT -   337.    (meters)     1106.    (feet) SCALED
 TB1016  ______________________________________________________________________
 TB1016  GEOID HEIGHT    -        -29.775 (meters)                     EGM08
 TB1016  HORZ ORDER      -  SECOND
 TB1016
 TB1016.The positional and height information provided upon this datasheet are not
 TB1016.officially recognized by the Government of Canada, provincial governments
 TB1016.within Canada, nor are they intended to replace or substitute for them.
 TB1016.The intent of sharing this data is to allow access to positions or heights
 TB1016.recognized by the United States Government. Passive control that is used by
 TB1016.both nations may share the same or similar designations or descriptions but
 TB1016.do not share official positions or heights. The 'Station Description' may
 TB1016.originate from a Canadian 'Station Report' and if so contains information
 TB1016.licensed under the 'Open Government License - Canada'.
 TB1016
 TB1016.The horizontal coordinates were established by classical geodetic methods
 TB1016.and adjusted by the National Geodetic Survey in March 1999.
 TB1016
 TB1016.The orthometric height was scaled from a topographic map.
 TB1016
 TB1016.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB1016
 TB1016.Click photographs - Photos may exist for this station.
 TB1016
 TB1016. The following values were computed from the NAD 83(1996) position.
 TB1016
 TB1016;                    North         East     Units Scale Factor Converg.
 TB1016;UTM  15      - 5,387,894.542   432,821.385   MT  0.99965544   -0 41 04.2
 TB1016
 TB1016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TB1016!UTM  15      -   0.99995180  x   0.99965544  =   0.99960725
 TB1016
 TB1016:                Primary Azimuth Mark                     Grid Az
 TB1016:UTM  15      -  PAT AZ MK                                189 10 16.7
 TB1016
 TB1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP3282187894(NAD 83)
 TB1016
 TB1016|---------------------------------------------------------------------|
 TB1016| PID    Reference Object                     Distance      Geod. Az  |
 TB1016|                                                           dddmmss.s |
 TB1016| CO8066 PAT AZ MK                                          1882912.5 |
 TB1016| TB1021 PAT RM 2                             22.747 METERS 19627     |
 TB1016| CO8068 PAT RM 3                             35.107 METERS 24456     |
 TB1016| CO8067 PAT RM                               90.700 METERS 26313     |
 TB1016|---------------------------------------------------------------------|
 TB1016
 TB1016                          SUPERSEDED SURVEY CONTROL
 TB1016
 TB1016  NAD 83(1986)-  48 38 25.79068(N)    093 54 42.92394(W) AD(       ) 2
 TB1016  NAD 27      -  48 38 25.94194(N)    093 54 42.30853(W) AD(       ) 2
 TB1016  USSD        -  48 38 26.59800(N)    093 54 41.93900(W) AD(       ) 3
 TB1016
 TB1016.Superseded values are not recommended for survey control.
 TB1016
 TB1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB1016.See file dsdata.pdf to determine how the superseded data were derived.
 TB1016
 TB1016_MARKER: DS = TRIANGULATION STATION DISK
 TB1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TB1016
 TB1016  HISTORY     - Date     Condition        Report By
 TB1016  HISTORY     - 1923     MONUMENTED       CGS
 TB1016  HISTORY     - 1967     GOOD             CGS
 TB1016  HISTORY     - 1969     GOOD             IBC
 TB1016
 TB1016                          STATION DESCRIPTION
 TB1016
 TB1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (CMD)
 TB1016'ABOUT 3-1/2 MILES WEST OF EMO, 637 METERS (2,090 FEET) WEST OF
 TB1016'MILEPOST 112 OF CANADIAN NATIONAL RAILWAY, 87 METERS (285 FEET)
 TB1016'EAST OF ROAD CROSSING AT TOBAS, AND 1.456 METERS (4.77 FEET) SOUTH
 TB1016'OF EXTENSION OF SOUTH RAIL FROM EAST.  SURFACE AND UNDERGROUND
 TB1016'MARKS ARE STANDARD STATION DISKS IN COCNRETE.
 TB1016'REFERENCE MARK IS STANDARD REFERENCE DISK IN CONCRETE,
 TB1016'90.70 METERS (297.6 FEET) FROM STATION.
 TB1016
 TB1016                          STATION RECOVERY (1967)
 TB1016
 TB1016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LMC)
 TB1016'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 TB1016'REFERENCE MARK HAS BEEN DESTROYED.  AN AZIMUTH MARK AND REFERENCE
 TB1016'MARK 2 AND 3 WERE ESTABLISHED AT THIS TIME.  THE TOWER WAS BUILT
 TB1016'OVER R.M. NO. 2 DUE TO THE STATION MARK BEING TOO CLOSE TO THE
 TB1016'RAILROAD TRACK.  A TRAVERSE CONNECTION WAS MADE BETWEEN THE
 TB1016'STATION MARK AND R.M. NO. 2.
 TB1016'
 TB1016'DUE TO THE VARIOUS CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 TB1016'
 TB1016'THE STATION IS LOCATED ABOUT 3 MILES EAST OF BARWICK, 3 MILES
 TB1016'WEST OF EMO, 1/2 MILE NORTH OF THE RAINY RIVER AND ON MANITOU
 TB1016'RAPIDS INDIAN RESERVE.
 TB1016'
 TB1016'TO REACH THE STATION FROM THE JUNCTION OF KINGS HIGHWAYS 11
 TB1016'AND 71 AND ONTARIO HIGHWAY 602 IN EMO, GO WEST ON HIGHWAY 11
 TB1016'AND 71 FOR 3.75 MILES TO A SIDE ROAD LEFT, JUST BEFORE REACHING
 TB1016'THE POINT WHERE HIGHWAY 71 TURNS NORTH.  TURN LEFT AND GO SOUTH
 TB1016'ON A GRAVELED ROAD FOR 0.2 MILE TO A FIELD ROAD LEFT JUST AFTER
 TB1016'CROSSING A RAILROAD TRACK.  TURN LEFT AND GO EAST ON THE FIELD
 TB1016'ROAD FOR 0.05 MILE TO THE STATION AS DESCRIBED.
 TB1016'
 TB1016'STATION MARK, A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 TB1016'MONUMENT, STAMPED PAT 1923, IS SET 2 FEET BELOW THE GROUND
 TB1016'SURFACE.  IT IS 64 FEET NORTHEAST OF TELEPHONE POLE NUMBER 7, 52
 TB1016'FEET SOUTH OF AN 8-INCH POPLAR TREE WITH A TRIANGLE BLAZED ON THE
 TB1016'SOUTH SIDE AND 9.9 FEET NORTH OF THE NORTH RAIL OF THE
 TB1016'RAILROAD TRACK.
 TB1016'
 TB1016'R.M. NO. 2, A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE
 TB1016'MONUMENT, STAMPED PAT NO 2 1923 1967, PROJECTS 4 INCHES.  IT IS
 TB1016'59 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACK, 29 FEET
 TB1016'SOUTHEAST OF TELEPHONE POLE NUMBER 7 AND 2.7 FEET WEST OF A
 TB1016'METAL WITNESS POST.
 TB1016'
 TB1016'R.M. NO. 3, A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE
 TB1016'MONUMENT, STAMPED PAT NO 3 1923 1967, PROJECTS 12 INCHES.  IT
 TB1016'IS 56 FEET SOUTHWEST OF TELEPHONE POLE NUMBER 7, 46 FEET SOUTH
 TB1016'OF THE SOUTH RAIL OF THE RAILROAD TRACK AND 1.5 FEET SOUTHEAST OF
 TB1016'A METAL WITNESS POST.
 TB1016'
 TB1016'AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE
 TB1016'MONUMENT, STAMPED PAT 1923 1967, PROJECTS 8 INCHES.  IT IS 61
 TB1016'FEET EAST OF THE CENTER OF A DIRT TRACK ROAD AND 2.7 FEET WEST OF
 TB1016'A METAL WITNESS POST.
 TB1016'
 TB1016'TO REACH THE AZIMUTH MARK FROM THE RAILROAD CROSSING, GO SOUTH ON
 TB1016'A DIRT TRACK ROAD FOR 0.25 MILE TO THE MARK ON THE LEFT.
 TB1016
 TB1016                          STATION RECOVERY (1969)
 TB1016
 TB1016'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1969 (CWB)
 TB1016'THIS STATION WAS PART OF A FIRST ORDER TRAVERSE RAN BY C.M. DURGIN
 TB1016'(USC AND GS) IN 1923 AND ONE OF THE REFERENCE MARKS, CALLED
 TB1016'R.M. NO. 2, WAS PART OF A SECOND ORDER TRIANGULATION SURVEY BY
 TB1016'L.M. CHASE (USC AND GS) IN 1967.
 TB1016'
 TB1016'THE STATION, AZIMUTH, AND BOTH REFERENCE MARKS, 2 AND 3, WERE
 TB1016'RECOVERED AND FOUND IN GOOD CONDITION.  THE 1923 REFERENCE MARK
 TB1016'HAS BEEN DESTROYED.  THE 1967 DESCRIPTION BY G.M.B. UNDER CHIEF
 TB1016'OF PARTY L.M. CHASE (USC AND GS) WAS FOUND TO BE GOOD.
 TB1016'
 TB1016'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES EAST
 TB1016'OF BARWICK, ONTARIO, CANADA.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TB1021 ***********************************************************************
 TB1021  DESIGNATION -  PAT RM 2
 TB1021  PID         -  TB1021
 TB1021  STATE/COUNTY-  ON/RAINY RIVER
 TB1021  COUNTRY     -  CANADA
 TB1021  NTS MAPSHEET-  EMO (2020)
 TB1021
 TB1021                         *CURRENT SURVEY CONTROL
 TB1021  ______________________________________________________________________
 TB1021* NAD 83(1996) POSITION- 48 38 25.09815(N) 093 54 43.23282(W)   ADJUSTED
 TB1021* NAVD 88 ORTHO HEIGHT -   351.    (meters)     1152.    (feet) SCALED
 TB1021  ______________________________________________________________________
 TB1021  GEOID HEIGHT    -        -29.775 (meters)                     EGM08
 TB1021  HORZ ORDER      -  FIRST
 TB1021
 TB1021.The positional and height information provided upon this datasheet are not
 TB1021.officially recognized by the Government of Canada, provincial governments
 TB1021.within Canada, nor are they intended to replace or substitute for them.
 TB1021.The intent of sharing this data is to allow access to positions or heights
 TB1021.recognized by the United States Government. Passive control that is used by
 TB1021.both nations may share the same or similar designations or descriptions but
 TB1021.do not share official positions or heights. The 'Station Description' may
 TB1021.originate from a Canadian 'Station Report' and if so contains information
 TB1021.licensed under the 'Open Government License - Canada'.
 TB1021
 TB1021.The horizontal coordinates were established by classical geodetic methods
 TB1021.and adjusted by the National Geodetic Survey in March 1999.
 TB1021
 TB1021.The orthometric height was scaled from a topographic map.
 TB1021
 TB1021.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB1021
 TB1021.Click photographs - Photos may exist for this station.
 TB1021
 TB1021. The following values were computed from the NAD 83(1996) position.
 TB1021
 TB1021;                    North         East     Units Scale Factor Converg.
 TB1021;UTM  15      - 5,387,872.812   432,814.683   MT  0.99965546   -0 41 04.4
 TB1021
 TB1021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TB1021!UTM  15      -   0.99994960  x   0.99965546  =   0.99960508
 TB1021
 TB1021:                Primary Azimuth Mark                     Grid Az
 TB1021:UTM  15      -  PAT AZ MK                                188 44 22.3
 TB1021
 TB1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP3281487872(NAD 83)
 TB1021
 TB1021|---------------------------------------------------------------------|
 TB1021| PID    Reference Object                     Distance      Geod. Az  |
 TB1021|                                                           dddmmss.s |
 TB1021| TB1016 PAT                                  22.747 METERS 01627     |
 TB1021| CO8066 PAT AZ MK                                          1880317.9 |
 TB1021| CO8068 PAT RM 3                             26.297 METERS 28520     |
 TB1021|---------------------------------------------------------------------|
 TB1021
 TB1021                          SUPERSEDED SURVEY CONTROL
 TB1021
 TB1021  NAD 83(1986)-  48 38 25.08439(N)    093 54 43.23872(W) AD(       ) 1
 TB1021  NAD 27      -  48 38 25.23571(N)    093 54 42.62327(W) AD(       ) 1
 TB1021
 TB1021.Superseded values are not recommended for survey control.
 TB1021
 TB1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB1021.See file dsdata.pdf to determine how the superseded data were derived.
 TB1021
 TB1021_MARKER: DR = REFERENCE MARK DISK
 TB1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TB1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TB1021+STABILITY: SURFACE MOTION
 TB1021
 TB1021  HISTORY     - Date     Condition        Report By
 TB1021  HISTORY     - 1967     MONUMENTED       CGS
 TB1021
 TB1021                          STATION DESCRIPTION
 TB1021
 TB1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 TB1021'THE STATION IS LOCATED ABOUT 3 MILES EAST OF BARWICK, 3 MILES WEST
 TB1021'OF EMO, 1/2 MILE NORTH OF THE RAINY RIVER AND ON MANITOU RAPIDS
 TB1021'INDIAN RESERVE.
 TB1021'
 TB1021'TO REACH THE STATION FROM THE JUNCTION OF KINGS HIGHWAYS 11 AND 71
 TB1021'AND ONTARIO HIGHWAY 602 IN EMO, GO WEST ON HIGHWAY 11 AND 71 FOR
 TB1021'3.75 MILES TO A SIDE ROAD LEFT, JUST BEFORE REACHING THE POINT
 TB1021'WHERE HIGHWAY 71 TURNS NORTH.  TURN LEFT AND GO SOUTH ON A
 TB1021'GRAVELED ROAD FOR 0.2 MILE TO A FIELD ROAD LEFT JUST AFTER
 TB1021'CROSSING A RAILROAD TRACK.  TURN LEFT AND GO EAST ON THE
 TB1021'FIELD ROAD FOR 0.05 MILE TO THE STATION AS DESCRIBED.
 TB1021'
 TB1021'STATION MARK, A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A
 TB1021'ROUND CONCRETE MONUMENT, STAMPED PAT NO 2 1923 1967, PROJECTS 4
 TB1021'INCHES.  IT IS 59 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD
 TB1021'TRACK, 29 FEET SOUTHEAST OF TELEPHONE POLE NUMBER 7 AND 2.7 FEET
 TB1021'WEST OF A METAL WITNESS POST.
 TB1021'
 TB1021'PAT 1923, A STANDARD STATION MARK DISK SET IN THE TOP OF A SQUARE
 TB1021'CONCRETE MONUMENT, STAMPED PAT 1923, IS SET 2 FEET BELOW THE GROUND
 TB1021'SURFACE.  IT IS 64 FEET NORTHEAST OF TELEPHONE POLE NUMBER 7, 52
 TB1021'FEET SOUTH OF AN 8-INCH POPLAR TREE WITH A TRIANGLE BLAZED ON THE
 TB1021'SOUTH SIDE AND 9.9 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD
 TB1021'TRACK.
 TB1021'
 TB1021'R.M. NO. 3, A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A
 TB1021'ROUND CONCRETE MONUMENT, STAMPED PAT NO 3 1923 1967, PROJECTS 12
 TB1021'INCHES.  IT IS 56 FEET SOUTHWEST OF TELEPHONE POLE NUMBER 7, 46
 TB1021'FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACK AND 1.5 FEET
 TB1021'SOUTHEAST OF A METAL WITNESS POST.
 TB1021'
 TB1021'AZIMUTH MARK, A STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A
 TB1021'ROUND CONCRETE MONUMENT, STAMPED PAT 1923 1967, PROJECTS 8
 TB1021'INCHES.  IT IS 61 FEET EAST OF THE CENTER OF A DIRT TRACK ROAD AND
 TB1021'2.7 FEET WEST OF A METAL WITNESS POST.
 TB1021'
 TB1021'TO REACH THE AZIMUTH MARK FROM THE RAILROAD CROSSING, GO SOUTH ON
 TB1021'A DIRT TRACK ROAD FOR 0.25 MILE TO THE MARK ON THE LEFT.
 TB1021'
 TB1021'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0922 ***********************************************************************
 RJ0922  DESIGNATION -  PEARCE IBC 1944
 RJ0922  PID         -  RJ0922
 RJ0922  STATE/COUNTY-  ON/ALGOMA
 RJ0922  COUNTRY     -  CANADA
 RJ0922  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ0922
 RJ0922                         *CURRENT SURVEY CONTROL
 RJ0922  ______________________________________________________________________
 RJ0922* NAD 83(1986) POSITION- 46 21 23.81018(N) 084 07 24.36336(W)   ADJUSTED
 RJ0922* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0922  ______________________________________________________________________
 RJ0922  GEOID HEIGHT    -        -37.115 (meters)                     EGM08
 RJ0922  HORZ ORDER      -  THIRD
 RJ0922
 RJ0922.The positional and height information provided upon this datasheet are not
 RJ0922.officially recognized by the Government of Canada, provincial governments
 RJ0922.within Canada, nor are they intended to replace or substitute for them.
 RJ0922.The intent of sharing this data is to allow access to positions or heights
 RJ0922.recognized by the United States Government. Passive control that is used by
 RJ0922.both nations may share the same or similar designations or descriptions but
 RJ0922.do not share official positions or heights. The 'Station Description' may
 RJ0922.originate from a Canadian 'Station Report' and if so contains information
 RJ0922.licensed under the 'Open Government License - Canada'.
 RJ0922
 RJ0922.The horizontal coordinates were established by classical geodetic methods
 RJ0922.and adjusted by the National Geodetic Survey in July 1986.
 RJ0922
 RJ0922.The orthometric height was scaled from a topographic map.
 RJ0922
 RJ0922.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0922
 RJ0922.Click photographs - Photos may exist for this station.
 RJ0922
 RJ0922. The following values were computed from the NAD 83(1986) position.
 RJ0922
 RJ0922;                    North         East     Units Scale Factor Converg.
 RJ0922;UTM  16      - 5,137,692.687   721,299.557   MT  1.00020204   +2 04 56.9
 RJ0922
 RJ0922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0922!UTM  16      -   0.99997823  x   1.00020204  =   1.00018026
 RJ0922
 RJ0922:                Primary Azimuth Mark                     Grid Az
 RJ0922:UTM  16      -  54 USLS 1878                             163 38 21.0
 RJ0922
 RJ0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2129937692(NAD 83)
 RJ0922
 RJ0922|---------------------------------------------------------------------|
 RJ0922| PID    Reference Object                     Distance      Geod. Az  |
 RJ0922|                                                           dddmmss.s |
 RJ0922| RJ0914 54 USLS 1878                        APPROX. 0.9 KM 1654317.9 |
 RJ0922| RJ0940 OSBORNE FLAGPOLE                    APPROX. 1.0 KM 2810718.8 |
 RJ0922|---------------------------------------------------------------------|
 RJ0922
 RJ0922                          SUPERSEDED SURVEY CONTROL
 RJ0922
 RJ0922  NAD 27      -  46 21 23.74400(N)    084 07 24.26200(W) AD(       ) 3
 RJ0922
 RJ0922.Superseded values are not recommended for survey control.
 RJ0922
 RJ0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0922.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0922
 RJ0922_MARKER: H = DRILL HOLE
 RJ0922_SETTING: 80 = SET IN A BOULDER
 RJ0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0922+STABILITY: SURFACE MOTION
 RJ0922
 RJ0922  HISTORY     - Date     Condition        Report By
 RJ0922  HISTORY     - 1944     MONUMENTED       IBC
 RJ0922  HISTORY     - 1958     MARK NOT FOUND   IBC
 RJ0922
 RJ0922                          STATION DESCRIPTION
 RJ0922
 RJ0922'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RJ0922'ON A POINT ON THE CANADIAN SIDE OF THE UPSTREAM END OF THE EAST
 RJ0922'NEEBISH CHANNEL, ACROSS THAT CHANNEL FROM INDIAN POINT ON SUGAR
 RJ0922'ISLAND, AND ACROSS THE E CHANNEL FROM NED POINT AT THE HEAD OF EAST
 RJ0922'NEEBISH ISLAND.  IT IS 3 FEET BACK FROM THE RIVER.
 RJ0922'
 RJ0922'STATION MARK IS A SHALLOW DRILL HOLE IN A ROCK 2 BY 2 FEET BY 4
 RJ0922'INCHES ABOVE THE SURFACE.  STATION MIGHT BE SUBJECT TO ICE ACTION
 RJ0922'SOMETIME IN THE FUTURE.
 RJ0922
 RJ0922                          STATION RECOVERY (1958)
 RJ0922
 RJ0922'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0922'SEARCHED FOR, BUT NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0871 ***********************************************************************
 RJ0871  DESIGNATION -  PENNEFATHER USLS 1895
 RJ0871  PID         -  RJ0871
 RJ0871  STATE/COUNTY-  ON/ALGOMA
 RJ0871  COUNTRY     -  CANADA
 RJ0871  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ0871
 RJ0871                         *CURRENT SURVEY CONTROL
 RJ0871  ______________________________________________________________________
 RJ0871* NAD 83(1986) POSITION- 46 37 56.31709(N) 084 26 08.94288(W)   ADJUSTED
 RJ0871* NAVD 88 ORTHO HEIGHT -   411.    (meters)     1348.    (feet) SCALED
 RJ0871  ______________________________________________________________________
 RJ0871  GEOID HEIGHT    -        -37.004 (meters)                     EGM08
 RJ0871  HORZ ORDER      -  FIRST
 RJ0871
 RJ0871.The positional and height information provided upon this datasheet are not
 RJ0871.officially recognized by the Government of Canada, provincial governments
 RJ0871.within Canada, nor are they intended to replace or substitute for them.
 RJ0871.The intent of sharing this data is to allow access to positions or heights
 RJ0871.recognized by the United States Government. Passive control that is used by
 RJ0871.both nations may share the same or similar designations or descriptions but
 RJ0871.do not share official positions or heights. The 'Station Description' may
 RJ0871.originate from a Canadian 'Station Report' and if so contains information
 RJ0871.licensed under the 'Open Government License - Canada'.
 RJ0871
 RJ0871.The horizontal coordinates were established by classical geodetic methods
 RJ0871.and adjusted by the National Geodetic Survey in July 1986.
 RJ0871
 RJ0871.The orthometric height was scaled from a topographic map.
 RJ0871
 RJ0871.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0871
 RJ0871.Click photographs - Photos may exist for this station.
 RJ0871
 RJ0871. The following values were computed from the NAD 83(1986) position.
 RJ0871
 RJ0871;                    North         East     Units Scale Factor Converg.
 RJ0871;UTM  16      - 5,167,499.226   696,273.119   MT  1.00007353   +1 51 52.8
 RJ0871
 RJ0871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0871!UTM  16      -   0.99994137  x   1.00007353  =   1.00001489
 RJ0871
 RJ0871:                Primary Azimuth Mark                     Grid Az
 RJ0871:UTM  16      -  IROQUOIS                                 221 59 03.0
 RJ0871
 RJ0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9627367499(NAD 83)
 RJ0871
 RJ0871|---------------------------------------------------------------------|
 RJ0871| PID    Reference Object                     Distance      Geod. Az  |
 RJ0871|                                                           dddmmss.s |
 RJ0871| RJ1099 IROQUOIS                            APPROX.24.6 KM 2235055.8 |
 RJ0871|---------------------------------------------------------------------|
 RJ0871
 RJ0871                          SUPERSEDED SURVEY CONTROL
 RJ0871
 RJ0871  NAD 27      -  46 37 56.23600(N)    084 26 08.78600(W) AD(       ) 1
 RJ0871  USSD        -  46 37 56.95600(N)    084 26 08.05400(W) AD(       ) 3
 RJ0871
 RJ0871.Superseded values are not recommended for survey control.
 RJ0871
 RJ0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0871.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0871
 RJ0871_MARKER: Z = SEE DESCRIPTION
 RJ0871_SETTING: 0 = UNSPECIFIED SETTING
 RJ0871_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0871
 RJ0871  HISTORY     - Date     Condition        Report By
 RJ0871  HISTORY     - 1895     MONUMENTED       USLS
 RJ0871
 RJ0871                          STATION DESCRIPTION
 RJ0871
 RJ0871'DESCRIBED BY US LAKE SURVEY 1895
 RJ0871'ON HIGHEST RIDGE IN SECTION 29, PENNYFATHER TOWNSHIP, ABOUT
 RJ0871'500 FEET WEST OF
 RJ0871'GOULAIS BAY ROAD.  MARK IS 1/2-INCH HOLE IN CUT STONE, 6 INCHES
 RJ0871'SQUARE AND 2 FEET LONG, ABOUT 2
 RJ0871'FEET BELOW SURFACE OF GROUND.  REFERENCE MARKS
 RJ0871'ARE CROSSES, NEAR LETTERS U.S. CUT ON NEARBY
 RJ0871'BOULDERS AND ARE AT FOLLOWING
 RJ0871'DISTANCES AND BEARINGS FROM STATION- 49.61 FEET, N. 42-3/4 DEG.
 RJ0871'W., 33.70 FEET, S. 27-1/4 W., AND
 RJ0871'26.52 FEET, S. 52-3/4 DEG. E.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0984 ***********************************************************************
 TC0984  DESIGNATION -  PHONE
 TC0984  PID         -  TC0984
 TC0984  STATE/COUNTY-  ON/RAINY RIVER
 TC0984  COUNTRY     -  CANADA
 TC0984  NTS MAPSHEET-  RAINY RIVER (2020)
 TC0984
 TC0984                         *CURRENT SURVEY CONTROL
 TC0984  ______________________________________________________________________
 TC0984* NAD 83(1996) POSITION- 48 42 57.07593(N) 094 32 50.04441(W)   ADJUSTED
 TC0984* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 TC0984  ______________________________________________________________________
 TC0984  GEOID HEIGHT    -        -29.036 (meters)                     EGM08
 TC0984  HORZ ORDER      -  THIRD
 TC0984
 TC0984.The positional and height information provided upon this datasheet are not
 TC0984.officially recognized by the Government of Canada, provincial governments
 TC0984.within Canada, nor are they intended to replace or substitute for them.
 TC0984.The intent of sharing this data is to allow access to positions or heights
 TC0984.recognized by the United States Government. Passive control that is used by
 TC0984.both nations may share the same or similar designations or descriptions but
 TC0984.do not share official positions or heights. The 'Station Description' may
 TC0984.originate from a Canadian 'Station Report' and if so contains information
 TC0984.licensed under the 'Open Government License - Canada'.
 TC0984
 TC0984.The horizontal coordinates were established by classical geodetic methods
 TC0984.and adjusted by the National Geodetic Survey in March 1999.
 TC0984
 TC0984.The orthometric height was scaled from a topographic map.
 TC0984
 TC0984.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0984
 TC0984.Click photographs - Photos may exist for this station.
 TC0984
 TC0984. The following values were computed from the NAD 83(1996) position.
 TC0984
 TC0984;                    North         East     Units Scale Factor Converg.
 TC0984;UTM  15      - 5,397,024.307   386,190.778   MT  0.99975913   -1 09 46.0
 TC0984
 TC0984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0984!UTM  15      -   0.99995340  x   0.99975913  =   0.99971255
 TC0984
 TC0984:                Primary Azimuth Mark                     Grid Az
 TC0984:UTM  15      -  REF MON 93                               185 31 55.5
 TC0984
 TC0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8619097024(NAD 83)
 TC0984
 TC0984|---------------------------------------------------------------------|
 TC0984| PID    Reference Object                     Distance      Geod. Az  |
 TC0984|                                                           dddmmss.s |
 TC0984| TC0886 CROW                                386.433 METERS 13456     |
 TC0984| TC1189 REF MON 93                          490.220 METERS 1842209.5 |
 TC0984| TC1220 STEAM                               369.068 METERS 22640     |
 TC0984|---------------------------------------------------------------------|
 TC0984
 TC0984                          SUPERSEDED SURVEY CONTROL
 TC0984
 TC0984  NAD 83(1986)-  48 42 57.05758(N)    094 32 50.04342(W) AD(       ) 3
 TC0984
 TC0984.Superseded values are not recommended for survey control.
 TC0984
 TC0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0984.See file dsdata.pdf to determine how the superseded data were derived.
 TC0984
 TC0984_MARKER: Z = SEE DESCRIPTION
 TC0984_SETTING: 0 = UNSPECIFIED SETTING
 TC0984_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TC0984
 TC0984  HISTORY     - Date     Condition        Report By
 TC0984  HISTORY     - 1914     MONUMENTED       IBC
 TC0984
 TC0984                          STATION DESCRIPTION
 TC0984
 TC0984'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC0984'ON THE NORTH BANK OF RAINY RIVER, ABOUT 1 MILE EAST OF FOURTH STREET,
 TC0984'RAINY RIVER, ONTARIO.  THE STATION IS ABOUT 5 METERS ABOVE AND 15
 TC0984'METERS BACK FROM THE RIVERS EDGE, ABOUT 100 METERS EAST OF A LARGE
 TC0984'SLOUGH INLET, 12 METERS SOUTHEAST OF A SMALL SLOUGH, AND 4 METERS
 TC0984'SOUTHEAST OF A TELEPHONE POLE.
 TC0984'
 TC0984'STATION MARK--NO SURFACE MARK.  SUBSURFACE MARK IS A STONE AND A BALL
 TC0984'OF WIRE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0985 ***********************************************************************
 TC0985  DESIGNATION -  PICNIC
 TC0985  PID         -  TC0985
 TC0985  STATE/COUNTY-  ON/RAINY RIVER
 TC0985  COUNTRY     -  CANADA
 TC0985  NTS MAPSHEET-  RAINY RIVER (2020)
 TC0985
 TC0985                         *CURRENT SURVEY CONTROL
 TC0985  ______________________________________________________________________
 TC0985* NAD 83(1996) POSITION- 48 42 05.52968(N) 094 30 20.69788(W)   ADJUSTED
 TC0985* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 TC0985  ______________________________________________________________________
 TC0985  GEOID HEIGHT    -        -29.054 (meters)                     EGM08
 TC0985  HORZ ORDER      -  THIRD
 TC0985
 TC0985.The positional and height information provided upon this datasheet are not
 TC0985.officially recognized by the Government of Canada, provincial governments
 TC0985.within Canada, nor are they intended to replace or substitute for them.
 TC0985.The intent of sharing this data is to allow access to positions or heights
 TC0985.recognized by the United States Government. Passive control that is used by
 TC0985.both nations may share the same or similar designations or descriptions but
 TC0985.do not share official positions or heights. The 'Station Description' may
 TC0985.originate from a Canadian 'Station Report' and if so contains information
 TC0985.licensed under the 'Open Government License - Canada'.
 TC0985
 TC0985.The horizontal coordinates were established by classical geodetic methods
 TC0985.and adjusted by the National Geodetic Survey in March 1999.
 TC0985
 TC0985.The orthometric height was scaled from a topographic map.
 TC0985
 TC0985.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0985
 TC0985.Click photographs - Photos may exist for this station.
 TC0985
 TC0985. The following values were computed from the NAD 83(1996) position.
 TC0985
 TC0985;                    North         East     Units Scale Factor Converg.
 TC0985;UTM  15      - 5,395,371.644   389,210.757   MT  0.99975080   -1 07 52.9
 TC0985
 TC0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0985!UTM  15      -   0.99995341  x   0.99975080  =   0.99970422
 TC0985
 TC0985:                Primary Azimuth Mark                     Grid Az
 TC0985:UTM  15      -  CALF                                     142 48 53.1
 TC0985
 TC0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8921095371(NAD 83)
 TC0985
 TC0985|---------------------------------------------------------------------|
 TC0985| PID    Reference Object                     Distance      Geod. Az  |
 TC0985|                                                           dddmmss.s |
 TC0985| TC0857 CALF                                APPROX. 0.7 KM 1414100.2 |
 TC0985| TC1201 ROOF                                375.073 METERS 19557     |
 TC0985|---------------------------------------------------------------------|
 TC0985
 TC0985                          SUPERSEDED SURVEY CONTROL
 TC0985
 TC0985  NAD 83(1986)-  48 42 05.51109(N)    094 30 20.69400(W) AD(       ) 3
 TC0985
 TC0985.Superseded values are not recommended for survey control.
 TC0985
 TC0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0985.See file dsdata.pdf to determine how the superseded data were derived.
 TC0985
 TC0985_MARKER: Z = SEE DESCRIPTION
 TC0985_SETTING: 0 = UNSPECIFIED SETTING
 TC0985_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TC0985
 TC0985  HISTORY     - Date     Condition        Report By
 TC0985  HISTORY     - 1914     MONUMENTED       IBC
 TC0985
 TC0985                          STATION DESCRIPTION
 TC0985
 TC0985'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC0985'ON THE NORTH BANK OF RAINY RIVER, ABOUT 3-1/8 MILES EAST OF THE TOWN
 TC0985'OF RAINY RIVER, ONTARIO, 180 METERS EAST OF THE PIER WHICH IS NEAR THE
 TC0985'MOUTH OF A CREEK.  THE STATION IS ON THE EDGE OF THE BANK, ABOUT 1
 TC0985'METER ABOVE AND 6 METERS BACK FROM THE RIVERS EDGE.  THREE PILES BEAR
 TC0985'SOUTHWEST 45 METERS FROM THE STATION.
 TC0985'
 TC0985'STATION MARK--NO SURFACE MARK.  SUBSURFACE MARK IS A CROSS CUT IN A
 TC0985'BURIED GRANITE BOULDER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0915 ***********************************************************************
 RJ0915  DESIGNATION -  PIER IBC 1944
 RJ0915  PID         -  RJ0915
 RJ0915  STATE/COUNTY-  ON/ALGOMA
 RJ0915  COUNTRY     -  CANADA
 RJ0915  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ0915
 RJ0915                         *CURRENT SURVEY CONTROL
 RJ0915  ______________________________________________________________________
 RJ0915* NAD 83(1986) POSITION- 46 20 34.28935(N) 084 07 14.30968(W)   ADJUSTED
 RJ0915* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0915  ______________________________________________________________________
 RJ0915  GEOID HEIGHT    -        -37.105 (meters)                     EGM08
 RJ0915  HORZ ORDER      -  THIRD
 RJ0915
 RJ0915.The positional and height information provided upon this datasheet are not
 RJ0915.officially recognized by the Government of Canada, provincial governments
 RJ0915.within Canada, nor are they intended to replace or substitute for them.
 RJ0915.The intent of sharing this data is to allow access to positions or heights
 RJ0915.recognized by the United States Government. Passive control that is used by
 RJ0915.both nations may share the same or similar designations or descriptions but
 RJ0915.do not share official positions or heights. The 'Station Description' may
 RJ0915.originate from a Canadian 'Station Report' and if so contains information
 RJ0915.licensed under the 'Open Government License - Canada'.
 RJ0915
 RJ0915.The horizontal coordinates were established by classical geodetic methods
 RJ0915.and adjusted by the National Geodetic Survey in July 1986.
 RJ0915
 RJ0915.The orthometric height was scaled from a topographic map.
 RJ0915
 RJ0915.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0915
 RJ0915.Click photographs - Photos may exist for this station.
 RJ0915
 RJ0915. The following values were computed from the NAD 83(1986) position.
 RJ0915
 RJ0915;                    North         East     Units Scale Factor Converg.
 RJ0915;UTM  16      - 5,136,172.136   721,570.018   MT  1.00020351   +2 05 02.4
 RJ0915
 RJ0915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0915!UTM  16      -   0.99997823  x   1.00020351  =   1.00018173
 RJ0915
 RJ0915:                Primary Azimuth Mark                     Grid Az
 RJ0915:UTM  16      -  TS B USLS 1881 ECC 1944                  341 09 35.4
 RJ0915
 RJ0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2157036172(NAD 83)
 RJ0915
 RJ0915|---------------------------------------------------------------------|
 RJ0915| PID    Reference Object                     Distance      Geod. Az  |
 RJ0915|                                                           dddmmss.s |
 RJ0915| RJ0907 REF MON 20 IBC ECC 1944             328.211 METERS 14205     |
 RJ0915| RJ0924 GUS                                 359.902 METERS 22528     |
 RJ0915| RJ0920 TS B USLS 1881 ECC 1944             420.404 METERS 3431437.8 |
 RJ0915|---------------------------------------------------------------------|
 RJ0915
 RJ0915                          SUPERSEDED SURVEY CONTROL
 RJ0915
 RJ0915  NAD 27      -  46 20 34.22600(N)    084 07 14.20800(W) AD(       ) 3
 RJ0915
 RJ0915.Superseded values are not recommended for survey control.
 RJ0915
 RJ0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0915.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0915
 RJ0915_MARKER: Z = SEE DESCRIPTION
 RJ0915_SETTING: 0 = UNSPECIFIED SETTING
 RJ0915_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0915
 RJ0915  HISTORY     - Date     Condition        Report By
 RJ0915  HISTORY     - 1944     MONUMENTED       IBC
 RJ0915  HISTORY     - 1958     GOOD             IBC
 RJ0915
 RJ0915                          STATION DESCRIPTION
 RJ0915
 RJ0915'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RJ0915'ON THE END PIER OF AN OLD DOCK ON THE W SIDE OF EAST NEEBISH ISLAND,
 RJ0915'ACROSS THE RAPIDS IN THE EAST NEEBISH CHANNEL FROM POINT AUGUSTINE
 RJ0915'ON SUGAR ISLAND.  THE PIER IS 24 BY 26 FEET AND THE STATION IS
 RJ0915'LOCATED AT A CRIB WITH CROSS BEAMS AND FILLED WITH ROCKS AND EARTH.
 RJ0915'THE STATION IS 11 FEET FROM THE UPSTREAM SIDE OF THE CRIB AND 9
 RJ0915'FEET FROM THE SHORE END.
 RJ0915'
 RJ0915'STATION MARK IS A LARGE IRON PIN HOLDING THE CROSS BEAMS TOGETHER
 RJ0915'AT THE JUNCTION OF THE UPSTREAM BEAM RUNNING PERPENDICULAR TO THE
 RJ0915'SHORE AND THE BEAM RUNNING PARALLEL TO THE SHORE AND NEAREST TO IT.
 RJ0915
 RJ0915                          STATION RECOVERY (1958)
 RJ0915
 RJ0915'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0915'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TB0987 ***********************************************************************
 TB0987  DESIGNATION -  PIG
 TB0987  PID         -  TB0987
 TB0987  STATE/COUNTY-  ON/RAINY RIVER
 TB0987  COUNTRY     -  CANADA
 TB0987  NTS MAPSHEET-  EMO (2020)
 TB0987
 TB0987                         *CURRENT SURVEY CONTROL
 TB0987  ______________________________________________________________________
 TB0987* NAD 83(1996) POSITION- 48 36 50.56724(N) 093 32 34.21445(W)   ADJUSTED
 TB0987* NAVD 88 ORTHO HEIGHT -   355.    (meters)     1165.    (feet) SCALED
 TB0987  ______________________________________________________________________
 TB0987  GEOID HEIGHT    -        -30.455 (meters)                     EGM08
 TB0987  HORZ ORDER      -  SECOND
 TB0987
 TB0987.The positional and height information provided upon this datasheet are not
 TB0987.officially recognized by the Government of Canada, provincial governments
 TB0987.within Canada, nor are they intended to replace or substitute for them.
 TB0987.The intent of sharing this data is to allow access to positions or heights
 TB0987.recognized by the United States Government. Passive control that is used by
 TB0987.both nations may share the same or similar designations or descriptions but
 TB0987.do not share official positions or heights. The 'Station Description' may
 TB0987.originate from a Canadian 'Station Report' and if so contains information
 TB0987.licensed under the 'Open Government License - Canada'.
 TB0987
 TB0987.The horizontal coordinates were established by classical geodetic methods
 TB0987.and adjusted by the National Geodetic Survey in March 1999.
 TB0987
 TB0987.The orthometric height was scaled from a topographic map.
 TB0987
 TB0987.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB0987
 TB0987.Click photographs - Photos may exist for this station.
 TB0987
 TB0987. The following values were computed from the NAD 83(1996) position.
 TB0987
 TB0987;                    North         East     Units Scale Factor Converg.
 TB0987;UTM  15      - 5,384,694.805   459,989.708   MT  0.99961967   -0 24 26.2
 TB0987
 TB0987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TB0987!UTM  15      -   0.99994907  x   0.99961967  =   0.99956876
 TB0987
 TB0987:                Primary Azimuth Mark                     Grid Az
 TB0987:UTM  15      -  ROB                                      270 54 12.4
 TB0987
 TB0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP5998984694(NAD 83)
 TB0987
 TB0987|---------------------------------------------------------------------|
 TB0987| PID    Reference Object                     Distance      Geod. Az  |
 TB0987|                                                           dddmmss.s |
 TB0987| CO8095 PIG RM                               23.900 METERS 06352     |
 TB0987| TB0989 ROB                                 APPROX. 2.0 KM 2702946.2 |
 TB0987|---------------------------------------------------------------------|
 TB0987
 TB0987                          SUPERSEDED SURVEY CONTROL
 TB0987
 TB0987  NAD 83(1986)-  48 36 50.55488(N)    093 32 34.22848(W) AD(       ) 2
 TB0987  NAD 27      -  48 36 50.75313(N)    093 32 33.68452(W) AD(       ) 2
 TB0987  USSD        -  48 36 51.35000(N)    093 32 33.30400(W) AD(       ) 3
 TB0987
 TB0987.Superseded values are not recommended for survey control.
 TB0987
 TB0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0987.See file dsdata.pdf to determine how the superseded data were derived.
 TB0987
 TB0987_MARKER: DS = TRIANGULATION STATION DISK
 TB0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TB0987
 TB0987  HISTORY     - Date     Condition        Report By
 TB0987  HISTORY     - 1923     MONUMENTED       CGS
 TB0987  HISTORY     - 1966     GOOD             CGS
 TB0987
 TB0987                          STATION DESCRIPTION
 TB0987
 TB0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (CMD)
 TB0987'ABOUT 200 METERS (656 FEET) WEST OF CROZIER RAILWAY STATION AND
 TB0987'2.22 METERS (7.3 FEET) SOUTH OF SOUTH RAIL AT HIGHEST POINT IN
 TB0987'TRACK OF CANADIAN NATIONAL RAILWAY.  SURFACE AND UNDERGROUND
 TB0987'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 TB0987'REFERENCE MARK IS STANDARD REFERENCE DISK IN CONCRETE,
 TB0987'23.9 METERS (78 FEET) FROM STATION.
 TB0987
 TB0987                          STATION RECOVERY (1966)
 TB0987
 TB0987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (GCR)
 TB0987'THE STATION WAS VISITED.  THE STATION MARK WAS FOUND OUT OF
 TB0987'POSITION, AND ON ITS SIDE.  AFTER CONSIDERABLE DIGGING THE
 TB0987'UNDERGROUND MARK WAS RECOVERED AND IS BELIEVED TO BE IN ITS
 TB0987'ORIGINAL POSITION.  THE REFERENCE MARK WAS SEARCHED FOR BUT COULD
 TB0987'NOT BE FOUND.  A NEW DESCRIPTION FOLLOWS--
 TB0987'
 TB0987'THE STATION IS LOCATED ABOUT 7 MILES WEST OF FORT FRANCES, 6
 TB0987'MILES EAST OF DEVLIN, 0.35 MILE SOUTH OF THE SMALL STORE AND POST
 TB0987'OFFICE AT CROZIER AND ON THE SOUTH RIGHT-OF-WAY OF THE CANADIAN
 TB0987'NATIONAL RAILWAY.
 TB0987'
 TB0987'TO REACH THE STATION FROM THE STORE AND POST OFFICE IN CROZIER
 TB0987'ON THE KINGS HIGHWAY 11 AND 71, GO SOUTH ON A TRACK SECTION
 TB0987'LINE ROAD FOR 0.35 MILES TO THE RAILROAD.  FROM THIS POINT
 TB0987'THE STATION IS 972 FEET WEST OF THE CENTERLINE OF THE CROSSING
 TB0987'(MEASURED).
 TB0987'
 TB0987'THE STATION MARK IS A STANDARD DISK, STAMPED PIG 1923, SET IN
 TB0987'THE TOP OF A BLOCK OF CONCRETE 4 FEET BELOW THE GROUND SURFACE.
 TB0987'IT IS 160.3 FEET EAST SOUTHEAST OF A SWITCH AT THE EAST END
 TB0987'OF A SHORT LOOP SIDING, 58.7 FEET WEST NORTHWEST OF TELEPHONE
 TB0987'LINE POLE NUMBER 5, 49.6 FEET SOUTH OF A WHITE SIGN POST AND
 TB0987'10.8 FEET SOUTH OF THE SOUTH RAIL.  A 10 FOOT POPLAR POLE
 TB0987'WAS PLACED IN THE HOLE BEFORE FILLING.  THE SURFACE MARK IS
 TB0987'LYING ON ITS SIDE AT THE BASE OF THE POLE.
 TB0987'
 TB0987'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.2 MILES
 TB0987'EAST OF DEVLIN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DL5250 ***********************************************************************
 DL5250  DESIGNATION -  PIN
 DL5250  PID         -  DL5250
 DL5250  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 DL5250  COUNTRY     -  CANADA
 DL5250  NTS MAPSHEET-  CORNWALL (2020)
 DL5250
 DL5250                         *CURRENT SURVEY CONTROL
 DL5250  ______________________________________________________________________
 DL5250* NAD 83(1986) POSITION- 45 00 23.05   (N) 074 47 40.85   (W)   HD_HELD1
 DL5250* NAVD 88 ORTHO HEIGHT -    52.878 (meters)      173.48  (feet) ADJUSTED
 DL5250  ______________________________________________________________________
 DL5250  GEOID HEIGHT    -        -31.518 (meters)                     EGM08
 DL5250  DYNAMIC HEIGHT  -         52.877 (meters)      173.48  (feet) COMP
 DL5250  MODELED GRAVITY -    980,598.5   (mgal)                       NAVD 88
 DL5250
 DL5250  VERT ORDER      -  FIRST     CLASS II
 DL5250
 DL5250.The positional and height information provided upon this datasheet are not
 DL5250.officially recognized by the Government of Canada, provincial governments
 DL5250.within Canada, nor are they intended to replace or substitute for them.
 DL5250.The intent of sharing this data is to allow access to positions or heights
 DL5250.recognized by the United States Government. Passive control that is used by
 DL5250.both nations may share the same or similar designations or descriptions but
 DL5250.do not share official positions or heights. The 'Station Description' may
 DL5250.originate from a Canadian 'Station Report' and if so contains information
 DL5250.licensed under the 'Open Government License - Canada'.
 DL5250
 DL5250.The horizontal coordinates were determined by differentially corrected
 DL5250.hand held GPS observations or other comparable positioning techniques
 DL5250.and have an estimated accuracy of +/- 3 meters.
 DL5250
 DL5250.The orthometric height was determined by differential leveling and
 DL5250.adjusted by the NATIONAL GEODETIC SURVEY
 DL5250.in March 2024.
 DL5250
 DL5250.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5250
 DL5250.Click photographs - Photos may exist for this station.
 DL5250
 DL5250.The dynamic height is computed by dividing the NAVD 88
 DL5250.geopotential number by the normal gravity value computed on the
 DL5250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5250.degrees latitude (g = 980.6199 gals.).
 DL5250
 DL5250.The modeled gravity was interpolated from observed gravity values.
 DL5250
 DL5250
 DL5250_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1618083682(NAD 83)
 DL5250
 DL5250                          SUPERSEDED SURVEY CONTROL
 DL5250
 DL5250  NAVD 88 (10/14/09)   52.869  (m)          173.45   (f) SUPERSEDED  1 2
 DL5250
 DL5250.Superseded values are not recommended for survey control.
 DL5250
 DL5250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5250.See file dsdata.pdf to determine how the superseded data were derived.
 DL5250
 DL5250_MARKER: Z = SEE DESCRIPTION
 DL5250_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL5250_SP_SET: DAM FLOOR
 DL5250_MARK LOGO: NONE
 DL5250_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL5250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5250+STABILITY: SURFACE MOTION
 DL5250_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5250+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2022
 DL5250
 DL5250  HISTORY     - Date     Condition        Report By
 DL5250  HISTORY     - 1958     MONUMENTED       ONTAPW
 DL5250  HISTORY     - 20081020 GOOD             NGS
 DL5250  HISTORY     - 20220913 GOOD             NGS
 DL5250
 DL5250                          STATION DESCRIPTION
 DL5250
 DL5250'DESCRIBED BY NATIONAL GEODETIC SURVEY 2008 (JAO)
 DL5250'IN CORNWALL, ONTARIO, CANADA, AT THE CENTER (CANADIAN/U.S.) BORDER OF
 DL5250'THE ROBERT MOSES - ROBERT H. SAUNDERS POWER DAM OPERATED BY ONTARIO
 DL5250'POWER GENERATION (OPG).
 DL5250'
 DL5250'IT IS AT THE LOWER END OF THE DAM, INSIDE OF AND LOCATED ON THE S-1
 DL5250'LEVEL JUST TO THE RIGHT AS YOU EXIT ELEVATOR DOOR NUMBER 5.  IT IS A
 DL5250'1/4 INCH (1 CM) BRASS PIN SET IN TOP EDGE OF THE FLOORING AT AN 8 FT
 DL5250'(2.4 M) ENTRANCE TO A STORAGE AREA ON THE S-1 LEVEL, 46.4 FT (14.1 M)
 DL5250'SOUTH SOUTHEAST OF BENCH MARK INTERNATIONAL AND 0.26 FT (0.1 M) EAST
 DL5250'OF THE WEST WALL OF DOOR ENTRANCE.
 DL5250
 DL5250                          STATION RECOVERY (2022)
 DL5250
 DL5250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (JAO)
 DL5250'THE MARK IS LOCATED SOME 5.3 KM (3.3 MI) WEST-SOUTHWEST OF CORNWALL,
 DL5250'ONTARIO, CANADA, CITY HALL AND WITHIN THE GROUNDS FOR THE ROBERT H.
 DL5250'SAUNDERS POWER DAM, ST. LAWRENCE GENERATING STATION, OPERATED BY
 DL5250'ONTARIO POWER GENERATION (OPG).
 DL5250'
 DL5250'CONTACT THE OPG ENGINEERING DEPARTMENT AT 613-932-3072 TO OBTAIN
 DL5250'PERMISSION TO ACCESS THE MARK.
 DL5250'
 DL5250'ON THE CANADIAN SIDE AND AT THE CENTER (CANADIAN/U.S.) BORDER OF THE
 DL5250'ROBERT MOSES - ROBERT H. SAUNDERS POWER DAM OPERATED BY ONTARIO POWER
 DL5250'GENERATION (OPG).
 DL5250'
 DL5250'AT THE LOWER END OF THE SAUNDERS DAM, INSIDE OF AND LOCATED ON THE S-1
 DL5250'LEVEL JUST TO THE RIGHT AS YOU EXIT ELEVATOR DOOR NUMBER 5.  A 1/4
 DL5250'INCH (6 MM) BRASS PIN SET IN TOP EDGE OF THE FLOORING ON THE RIGHT
 DL5250'SIDE AS YOU ENTER A STORAGE AREA ON THE DOWN RIVER SIDE, 14.1 M (46.3
 DL5250'FT) SOUTH-SOUTHEAST OF BENCH MARK INTERNATIONAL AND 8 CM (3 INCHES)
 DL5250'EAST OF THE WEST WALL OF DOOR ENTRANCE.
 DL5250'
 DL5250'NOTE-BECAUSE OF THIS MARKS LOCATION, WITHIN THE STORAGE ROOMS ENTRANCE
 DL5250'FRAMING, A ROD OF NO LONGER THAN 2 M (6.6 FT) IS RECOMMENDED TO BE
 DL5250'USED FOR ACCESSING THIS MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TB1009 ***********************************************************************
 TB1009  DESIGNATION -  PINE
 TB1009  PID         -  TB1009
 TB1009  STATE/COUNTY-  ON/RAINY RIVER
 TB1009  COUNTRY     -  CANADA
 TB1009  NTS MAPSHEET-  EMO (2020)
 TB1009
 TB1009                         *CURRENT SURVEY CONTROL
 TB1009  ______________________________________________________________________
 TB1009* NAD 83(1996) POSITION- 48 37 17.44164(N) 093 49 11.33645(W)   ADJUSTED
 TB1009* NAVD 88 ORTHO HEIGHT -   338.    (meters)     1109.    (feet) SCALED
 TB1009  ______________________________________________________________________
 TB1009  GEOID HEIGHT    -        -29.867 (meters)                     EGM08
 TB1009  HORZ ORDER      -  SECOND
 TB1009
 TB1009.The positional and height information provided upon this datasheet are not
 TB1009.officially recognized by the Government of Canada, provincial governments
 TB1009.within Canada, nor are they intended to replace or substitute for them.
 TB1009.The intent of sharing this data is to allow access to positions or heights
 TB1009.recognized by the United States Government. Passive control that is used by
 TB1009.both nations may share the same or similar designations or descriptions but
 TB1009.do not share official positions or heights. The 'Station Description' may
 TB1009.originate from a Canadian 'Station Report' and if so contains information
 TB1009.licensed under the 'Open Government License - Canada'.
 TB1009
 TB1009.The horizontal coordinates were established by classical geodetic methods
 TB1009.and adjusted by the National Geodetic Survey in March 1999.
 TB1009
 TB1009.The orthometric height was scaled from a topographic map.
 TB1009
 TB1009.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB1009
 TB1009.Click photographs - Photos may exist for this station.
 TB1009
 TB1009. The following values were computed from the NAD 83(1996) position.
 TB1009
 TB1009;                    North         East     Units Scale Factor Converg.
 TB1009;UTM  15      - 5,385,706.746   439,583.837   MT  0.99964484   -0 36 54.6
 TB1009
 TB1009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TB1009!UTM  15      -   0.99995165  x   0.99964484  =   0.99959651
 TB1009
 TB1009:                Primary Azimuth Mark                     Grid Az
 TB1009:UTM  15      -  WALT                                     295 33 38.6
 TB1009
 TB1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP3958385706(NAD 83)
 TB1009
 TB1009|---------------------------------------------------------------------|
 TB1009| PID    Reference Object                     Distance      Geod. Az  |
 TB1009|                                                           dddmmss.s |
 TB1009| CO8099 PINE RM                              14.103 METERS 23254     |
 TB1009| TB1008 WALT                                APPROX. 3.4 KM 2945644.0 |
 TB1009|---------------------------------------------------------------------|
 TB1009
 TB1009                          SUPERSEDED SURVEY CONTROL
 TB1009
 TB1009  NAD 83(1986)-  48 37 17.42714(N)    093 49 11.34287(W) AD(       ) 2
 TB1009  NAD 27      -  48 37 17.58651(N)    093 49 10.74168(W) AD(       ) 2
 TB1009  USSD        -  48 37 18.23400(N)    093 49 10.37000(W) AD(       ) 3
 TB1009
 TB1009.Superseded values are not recommended for survey control.
 TB1009
 TB1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB1009.See file dsdata.pdf to determine how the superseded data were derived.
 TB1009
 TB1009
 TB1009  HISTORY     - Date     Condition        Report By
 TB1009  HISTORY     - 1923     MONUMENTED       CGS
 TB1009  HISTORY     - 1925     GOOD             CGS
 TB1009
 TB1009                          STATION DESCRIPTION
 TB1009
 TB1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 TB1009'ABOUT 1 MILE EAST OF EMO, AT SECOND CURVE EAST OF EMO ON
 TB1009'CANADIAN NATIONAL RAILWAY, AND 1.8 METERS (6 FEET) NORTH OF
 TB1009'INTERSECTION OF SOUTH RAIL FROM EAST AND NORTH RAIL FROM WEST.
 TB1009'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 TB1009'CONCRETE.  REFERENCE MARK IS STANDARD
 TB1009'REFERENCE DISK IN CONCRETE, 14.10 METERS (46.3 FEET)
 TB1009'FROM STATION S 52 DEG 52 MIN W.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1068 ***********************************************************************
 RJ1068  DESIGNATION -  PINES IBC 1943
 RJ1068  PID         -  RJ1068
 RJ1068  STATE/COUNTY-  ON/ALGOMA
 RJ1068  COUNTRY     -  CANADA
 RJ1068  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ1068
 RJ1068                         *CURRENT SURVEY CONTROL
 RJ1068  ______________________________________________________________________
 RJ1068* NAD 83(1986) POSITION- 46 28 34.65812(N) 084 27 43.29075(W)   ADJUSTED
 RJ1068* NAVD 88 ORTHO HEIGHT -   184.8   (meters)      606.    (feet) VERTCON
 RJ1068  ______________________________________________________________________
 RJ1068  GEOID HEIGHT    -        -36.970 (meters)                     EGM08
 RJ1068  HORZ ORDER      -  SECOND
 RJ1068
 RJ1068.The positional and height information provided upon this datasheet are not
 RJ1068.officially recognized by the Government of Canada, provincial governments
 RJ1068.within Canada, nor are they intended to replace or substitute for them.
 RJ1068.The intent of sharing this data is to allow access to positions or heights
 RJ1068.recognized by the United States Government. Passive control that is used by
 RJ1068.both nations may share the same or similar designations or descriptions but
 RJ1068.do not share official positions or heights. The 'Station Description' may
 RJ1068.originate from a Canadian 'Station Report' and if so contains information
 RJ1068.licensed under the 'Open Government License - Canada'.
 RJ1068
 RJ1068.The horizontal coordinates were established by classical geodetic methods
 RJ1068.and adjusted by the National Geodetic Survey in May 1990.
 RJ1068
 RJ1068.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1068
 RJ1068.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1068
 RJ1068.Click photographs - Photos may exist for this station.
 RJ1068
 RJ1068. The following values were computed from the NAD 83(1986) position.
 RJ1068
 RJ1068;                    North         East     Units Scale Factor Converg.
 RJ1068;UTM  16      - 5,150,098.981   694,825.014   MT  1.00006659   +1 50 27.0
 RJ1068
 RJ1068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1068!UTM  16      -   0.99997682  x   1.00006659  =   1.00004341
 RJ1068
 RJ1068:                Primary Azimuth Mark                     Grid Az
 RJ1068:UTM  16      -  LOUISE IBC 1943                          211 11 28.8
 RJ1068
 RJ1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9482550098(NAD 83)
 RJ1068
 RJ1068|---------------------------------------------------------------------|
 RJ1068| PID    Reference Object                     Distance      Geod. Az  |
 RJ1068|                                                           dddmmss.s |
 RJ1068| RJ1067 COAST GUARD STATION 6               APPROX. 0.5 KM 1421742.3 |
 RJ1068| RJ1070 BRUSH POINT FRONT RANGE LIGHT       APPROX. 1.8 KM 1993248.0 |
 RJ1068| RJ1073 LOUISE IBC 1943                     APPROX. 1.6 KM 2130155.8 |
 RJ1068|---------------------------------------------------------------------|
 RJ1068
 RJ1068                          SUPERSEDED SURVEY CONTROL
 RJ1068
 RJ1068  NAD 83(1986)-  46 28 34.64734(N)    084 27 43.30207(W) AD(       ) 3
 RJ1068  NAD 27      -  46 28 34.57500(N)    084 27 43.13500(W) AD(       ) 3
 RJ1068  NGVD 29 (05/22/90)  184.8    (m)  RAPSU86  model used  GPS OBS        
 RJ1068
 RJ1068.Superseded values are not recommended for survey control.
 RJ1068
 RJ1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1068.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1068
 RJ1068_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RJ1068_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RJ1068_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1068+STABILITY: SURFACE MOTION
 RJ1068
 RJ1068  HISTORY     - Date     Condition        Report By
 RJ1068  HISTORY     - 1943     MONUMENTED       IBC
 RJ1068  HISTORY     - 1968     GOOD             USACE
 RJ1068  HISTORY     - 1988     GOOD             USACE
 RJ1068
 RJ1068                          STATION DESCRIPTION
 RJ1068
 RJ1068'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ1068'NEAR THE E POINT OF POINTE AUX PINS, IN THE PROPERTY OF J W WILSON,
 RJ1068'NEAR THE SOURCE OF ST MARYS RIVER.  STATION IS NEAR THE NE CORNER
 RJ1068'OF MR WILSONS LOT, ON TOP OF AN ABUTMENT TO THE RETAINING WALL
 RJ1068'ALONG THE FRONT OF HIS PROPERTY.  3.9 FEET BACK FROM RIVER FACE OF
 RJ1068'RETAINING WALL, 219 FEET FROM BASE OF STONE MASONRY PILLAR, 0.7
 RJ1068'FEET N OF S EDGE F ABUTMENT, 0.8 FEET FROM N EDGE OF ABUTMENT
 RJ1068'20.83 FEET N OF CORNER OF STEPS LEADING DOWN TO WATER, 26.25 FEET
 RJ1068'TO NE CORNER OF WILSON COTTAGE, AND 11.11 FEET S OF STONE ABUTMENT
 RJ1068'OF ADJACENT PROPERTY.  STATION IS JUST N OF COTTAGE WITH 2 TALL
 RJ1068'FLAGPOLES WHICH STAND NEAR EACH CORNER OF ADJOINING LOT.
 RJ1068'
 RJ1068'STATION MARK IS AN I B C STANDARD BRONZE DISK SET IN A DRILL HOLE
 RJ1068'WITH TOP FLUSH WITH SURFACE OF MASONRY.
 RJ1068'
 RJ1068'STATION O (U S L S) IS APPROXIMATELY 194 FEET FROM STATION PINES,
 RJ1068'N 30 DEG E, AND IS PROBABLY LOST BY EROSION OF RIVER BANK.
 RJ1068
 RJ1068                          STATION RECOVERY (1968)
 RJ1068
 RJ1068'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1968
 RJ1068'RECOVERED IN GOOD CONDITION.
 RJ1068
 RJ1068                          STATION RECOVERY (1988)
 RJ1068
 RJ1068'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1068'THE STATION IS LOCATED ABOUT 9.2 KM (5.7 MI) WEST-SOUTHWEST OF SAULT
 RJ1068'STE MARIE, 11.7 KM (7.3 MI) NORTHEAST OF BRIMLEY IN PART OF THE
 RJ1068'BROKEN NORTHEAST QUARTER OF SEC 24, TOWNSHIP OF PARKE, DISTRICT
 RJ1068'OF ALGOMA.
 RJ1068'OWNERSHIP---BRUCE AND MARY BALFOUR
 RJ1068'
 RJ1068'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1068'WEST FOR 1.0 KM (0.65 MI) ON RIDGE STREET TO MERIDIAN STREET, TURN
 RJ1068'LEFT AND GO SOUTH
 RJ1068'FOR 0.3 KM (0.20 MI) ON MERIDIAN STREET TO INTERSECTION OF MERIDIAN
 RJ1068'STREET AND SOUTH STREET, TURN RIGHT AND GO WEST FOR 1.0 KM
 RJ1068'(0.6 MI) ONTO A GRAVEL ROAD TO ASHMUN BAY BOAT LAUNCH. TRAVEL BY
 RJ1068'BOAT UPRIVER 15 MINUTES TO A RETAINING WALL NEAR POINTE AUX PINS
 RJ1068'WHERE
 RJ1068'THE STATION IS LOCATED.
 RJ1068'
 RJ1068'THE STATION IS A BRONZE IBC DISK THAT IS IMBEDDED IN MASONRY
 RJ1068'RETAINING WALL.
 RJ1068'
 RJ1068'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0551 ***********************************************************************
 TC0551  DESIGNATION -  PINEWOOD
 TC0551  PID         -  TC0551
 TC0551  STATE/COUNTY-  ON/RAINY RIVER
 TC0551  COUNTRY     -  CANADA
 TC0551  NTS MAPSHEET-  PINEWOOD (2020)
 TC0551
 TC0551                         *CURRENT SURVEY CONTROL
 TC0551  ______________________________________________________________________
 TC0551* NAD 83(1996) POSITION- 48 43 17.09565(N) 094 18 52.84412(W)   ADJUSTED
 TC0551* NAVD 88 ORTHO HEIGHT -   357.    (meters)     1171.    (feet) SCALED
 TC0551  ______________________________________________________________________
 TC0551  GEOID HEIGHT    -        -29.352 (meters)                     EGM08
 TC0551  HORZ ORDER      -  FIRST
 TC0551
 TC0551.The positional and height information provided upon this datasheet are not
 TC0551.officially recognized by the Government of Canada, provincial governments
 TC0551.within Canada, nor are they intended to replace or substitute for them.
 TC0551.The intent of sharing this data is to allow access to positions or heights
 TC0551.recognized by the United States Government. Passive control that is used by
 TC0551.both nations may share the same or similar designations or descriptions but
 TC0551.do not share official positions or heights. The 'Station Description' may
 TC0551.originate from a Canadian 'Station Report' and if so contains information
 TC0551.licensed under the 'Open Government License - Canada'.
 TC0551
 TC0551.The horizontal coordinates were established by classical geodetic methods
 TC0551.and adjusted by the National Geodetic Survey in March 1999.
 TC0551
 TC0551.The orthometric height was scaled from a topographic map.
 TC0551
 TC0551.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0551
 TC0551.Click photographs - Photos may exist for this station.
 TC0551
 TC0551. The following values were computed from the NAD 83(1996) position.
 TC0551
 TC0551;                    North         East     Units Scale Factor Converg.
 TC0551;UTM  15      - 5,397,321.356   403,307.008   MT  0.99971486   -0 59 17.1
 TC0551
 TC0551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0551!UTM  15      -   0.99994860  x   0.99971486  =   0.99966347
 TC0551
 TC0551:                Primary Azimuth Mark                     Grid Az
 TC0551:UTM  15      -  FRONTIER                                 144 21 19.2
 TC0551
 TC0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP0330797321(NAD 83)
 TC0551
 TC0551|---------------------------------------------------------------------|
 TC0551| PID    Reference Object                     Distance      Geod. Az  |
 TC0551|                                                           dddmmss.s |
 TC0551| TC0550 FRONTIER                            APPROX. 7.1 KM 1432202.1 |
 TC0551|---------------------------------------------------------------------|
 TC0551
 TC0551                          SUPERSEDED SURVEY CONTROL
 TC0551
 TC0551  NAD 83(1986)-  48 43 17.07747(N)    094 18 52.83542(W) AD(       ) 1
 TC0551
 TC0551.Superseded values are not recommended for survey control.
 TC0551
 TC0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0551.See file dsdata.pdf to determine how the superseded data were derived.
 TC0551
 TC0551_MARKER: DD = SURVEY DISK
 TC0551_SETTING: 80 = SET IN A BOULDER
 TC0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0551+STABILITY: SURFACE MOTION
 TC0551
 TC0551  HISTORY     - Date     Condition        Report By
 TC0551  HISTORY     - 1913     MONUMENTED       IBC
 TC0551  HISTORY     - 1947     MARK NOT FOUND   IBC
 TC0551
 TC0551                          STATION DESCRIPTION
 TC0551
 TC0551'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (CHS)
 TC0551'ON THE NORTH SIDE OF RAINY RIVER, ABOUT THREE - FOURTHS MILE NORTHWEST
 TC0551'OF PINEWOOD, ONTARIO.  THE STATION IS ON A ROCK ABOUT 45 METERS ABOVE
 TC0551'THE SURFACE OF THE RIVER, IN THE NORTHWEST CORNER OF SECTION 27, DIKE
 TC0551'TOWNSHIP.
 TC0551'
 TC0551'STATION MARK--A BRONZE DISK CEMENTED IN THE ROCK.
 TC0551
 TC0551                          STATION RECOVERY (1947)
 TC0551
 TC0551'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1947 (NWS)
 TC0551'STATION WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0536 ***********************************************************************
 TC0536  DESIGNATION -  PIPP
 TC0536  PID         -  TC0536
 TC0536  STATE/COUNTY-  ON/RAINY RIVER
 TC0536  COUNTRY     -  CANADA
 TC0536  NTS MAPSHEET-  PINEWOOD (2020)
 TC0536
 TC0536                         *CURRENT SURVEY CONTROL
 TC0536  ______________________________________________________________________
 TC0536* NAD 83(1996) POSITION- 48 40 01.02179(N) 094 04 41.29941(W)   ADJUSTED
 TC0536* NAVD 88 ORTHO HEIGHT -   350.    (meters)     1148.    (feet) SCALED
 TC0536  ______________________________________________________________________
 TC0536  GEOID HEIGHT    -        -29.602 (meters)                     EGM08
 TC0536  HORZ ORDER      -  SECOND
 TC0536
 TC0536.The positional and height information provided upon this datasheet are not
 TC0536.officially recognized by the Government of Canada, provincial governments
 TC0536.within Canada, nor are they intended to replace or substitute for them.
 TC0536.The intent of sharing this data is to allow access to positions or heights
 TC0536.recognized by the United States Government. Passive control that is used by
 TC0536.both nations may share the same or similar designations or descriptions but
 TC0536.do not share official positions or heights. The 'Station Description' may
 TC0536.originate from a Canadian 'Station Report' and if so contains information
 TC0536.licensed under the 'Open Government License - Canada'.
 TC0536
 TC0536.The horizontal coordinates were established by classical geodetic methods
 TC0536.and adjusted by the National Geodetic Survey in March 1999.
 TC0536
 TC0536.The orthometric height was scaled from a topographic map.
 TC0536
 TC0536.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0536
 TC0536.Click photographs - Photos may exist for this station.
 TC0536
 TC0536. The following values were computed from the NAD 83(1996) position.
 TC0536
 TC0536;                    North         East     Units Scale Factor Converg.
 TC0536;UTM  15      - 5,390,994.163   420,618.364   MT  0.99967742   -0 48 34.6
 TC0536
 TC0536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0536!UTM  15      -   0.99994973  x   0.99967742  =   0.99962717
 TC0536
 TC0536:                Primary Azimuth Mark                     Grid Az
 TC0536:UTM  15      -  PIPP AZ MK                               111 30 49.0
 TC0536
 TC0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP2061890994(NAD 83)
 TC0536
 TC0536|---------------------------------------------------------------------|
 TC0536| PID    Reference Object                     Distance      Geod. Az  |
 TC0536|                                                           dddmmss.s |
 TC0536| CO8109 PIPP AZ MK                                         1104214.4 |
 TC0536| TC0539 PIPP RM 1                            12.971 METERS 20854     |
 TC0536| TC1405 PIPP RM 2                            28.988 METERS 26839     |
 TC0536|---------------------------------------------------------------------|
 TC0536
 TC0536                          SUPERSEDED SURVEY CONTROL
 TC0536
 TC0536  NAD 83(1986)-  48 40 01.00719(N)    094 04 41.30274(W) AD(       ) 2
 TC0536  NAD 27      -  48 40 01.14251(N)    094 04 40.65849(W) AD(       ) 2
 TC0536  USSD        -  48 40 01.80100(N)    094 04 40.30300(W) AD(       ) 3
 TC0536
 TC0536.Superseded values are not recommended for survey control.
 TC0536
 TC0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0536.See file dsdata.pdf to determine how the superseded data were derived.
 TC0536
 TC0536_MARKER: DS = TRIANGULATION STATION DISK
 TC0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC0536
 TC0536  HISTORY     - Date     Condition        Report By
 TC0536  HISTORY     - 1923     MONUMENTED       CGS
 TC0536  HISTORY     - 1967     GOOD             CGS
 TC0536  HISTORY     - 1969     GOOD             IBC
 TC0536
 TC0536                          STATION DESCRIPTION
 TC0536
 TC0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (CMD)
 TC0536'ABOUT 4-3/4 MILES WEST OF BARWICK, BETWEEN MAIN TRACK AND SPUR TRACK
 TC0536'OF CANADIAN NATIONAL RAILWAY, 477 METERS (1,565 FEET) WEST OF
 TC0536'MILEPOST 120, AND 1.525 METERS (5.00 FEET) SOUTH OF SOUTH RAIL OF
 TC0536'MAIN TRACK.  SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION
 TC0536'DISKS IN CONCRETE.  REFERENCE MARK IS STANDARD
 TC0536'REFERENCE DISK IN CONCRETE, 13.00 METERS (42.7 FEET)
 TC0536'FROM STATION S 28 DEG 45 MIN W.
 TC0536
 TC0536                          STATION RECOVERY (1967)
 TC0536
 TC0536'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LMC)
 TC0536'THE STATION AND REFERNCE MARK WERE RECOVERED AND FOUND IN GOOD
 TC0536'CONDITION.  THE DISTANCE TO THE REFERENCE MARK WAS FOUND TO BE
 TC0536'0.14 FOOT SHORTER THAN THE 1923 MEASUREMENT.  THE TOWER WAS BUILT
 TC0536'OVER THE REFERENCE MARK DUE TO THE STATION BEING TOO CLOSE TO THE
 TC0536'RAILROAD TRACK.  AN AZIMUTH MARK AND REFERENCE MARK NO. 2 WERE
 TC0536'ESTABLISHED AT THIS TIME.
 TC0536'
 TC0536'DUE TO THE VARIOUS CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 TC0536'
 TC0536'THE STATION IS LOCATED ABOUT 4-1/2 MILES WEST OF BARWICK, 1-1/2
 TC0536'MILES NORTH OF THE RAINY RIVER AND JUST NORTH OF KINGS HIGHWAY 11.
 TC0536'
 TC0536'TO REACH THE STATION FROM THE BARWICK CONSOLIDATED SCHOOL GO
 TC0536'SOUTH ON A GRAVELED ROAD FOR 0.05 MILE TO THE JUNCTION OF KINGS
 TC0536'HIGHWAY 11.  TURN RIGHT AND GO WESTERLY ON HIGHWAY 11 FOR 4.25
 TC0536'MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE WESTELRY ON
 TC0536'HIGHWAY 11 FOR 0.45 MILE TO THE STATION ON THE RIGHT.
 TC0536'
 TC0536'STATION MARK, STAMPED PIPP 1923 IS SET 4 INCHES BELOW THE GROUND
 TC0536'SURFACE.  IT IS 78 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY,
 TC0536'63 FEET NORTH OF TELEPHONE POLE NUMBER 8, 5.2 FEET SOUTH OF THE
 TC0536'SOUTH RAIL OF THE RAILROAD TRACK AND ON RAILROAD RIGHT OF WAY.
 TC0536'
 TC0536'R.M. NO. 1, STAMPED PIPP NO 1 1923, IS SET FLUSH WITH THE GROUND
 TC0536'SURFACE.  IT IS 48 FEET EAST OF TELEPHONE POLE NUMBER 8, 47.1 FEET
 TC0536'SOUTHEAST OF THE SOUTH RAIL OF THE RAILROAD TRACK, 37 FEET
 TC0536'NORTHEAST OF THE CENTER OF THE HIGHWAY AND 3.4 FEET NORTHWEST
 TC0536'OF A METAL WITNESS POST.
 TC0536'
 TC0536'R.M. NO. 2, STAMPED PIPP NO 2 1923 1967, PROJECTS 5 INCHES.  IT IS
 TC0536'48 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, 35.8 FEET SOUTHWEST
 TC0536'OF THE SOUTH RAIL OF THE RAILROAD TRACK, 35 FEET NORTHWEST OF
 TC0536'TELEPHONE POLE NUMBER 8 AND 1.7 FEET NORTHEAST OF A METAL WITNESS
 TC0536'POST.
 TC0536'
 TC0536'AZIMUTH MARK, STAMPED PIPP 1923 1967, PROJECTS 6 INCHES.  IT IS 62
 TC0536'FEET SOUTH OF THE CENTER OF THE HIGHWAY, 21 FEET WEST OF THE
 TC0536'CENTER OF A DRIVEWAY, 2.5 FEET SOUTH OF POWER POLE NUMBER 827 AND
 TC0536'2 FEET WEST OF A METAL WITNESS POST.
 TC0536
 TC0536                          STATION RECOVERY (1969)
 TC0536
 TC0536'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1969 (CWB)
 TC0536'THIS STATION WAS PART OF A FIRST ORDER TRAVERSE RAN BY C.M. DURGIN
 TC0536'OF USC AND GS IN 1923 AND ALSO THE 1923 REFERENCE MARK, CALLED
 TC0536'R.M. 1, WAS PART OF A SECOND ORDER TRIANGULATION SURVEY BY L.M.
 TC0536'CHASE, USC AND GS, IN 1967.
 TC0536'
 TC0536'THE STATION MARK, AZIMUTH MARK, AND BOTH REFERENCE MARKS WERE
 TC0536'RECOVERED AND FOUND IN GOOD CONDITION.  THE 1967 DESCRIPTION BY
 TC0536'G.M.B. UNDER CHIEF OF PARTY L.M. CHASE (USC AND GS) WAS FOUND
 TC0536'TO BE GOOD.
 TC0536'
 TC0536'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES WEST
 TC0536'OF BARWICK, ONTARIO, CANADA.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0539 ***********************************************************************
 TC0539  DESIGNATION -  PIPP RM 1
 TC0539  PID         -  TC0539
 TC0539  STATE/COUNTY-  ON/RAINY RIVER
 TC0539  COUNTRY     -  CANADA
 TC0539  NTS MAPSHEET-  PINEWOOD (2020)
 TC0539
 TC0539                         *CURRENT SURVEY CONTROL
 TC0539  ______________________________________________________________________
 TC0539* NAD 83(1996) POSITION- 48 40 00.65416(N) 094 04 41.60578(W)   ADJUSTED
 TC0539* NAVD 88 ORTHO HEIGHT -   351.    (meters)     1152.    (feet) SCALED
 TC0539  ______________________________________________________________________
 TC0539  GEOID HEIGHT    -        -29.601 (meters)                     EGM08
 TC0539  HORZ ORDER      -  FIRST
 TC0539
 TC0539.The positional and height information provided upon this datasheet are not
 TC0539.officially recognized by the Government of Canada, provincial governments
 TC0539.within Canada, nor are they intended to replace or substitute for them.
 TC0539.The intent of sharing this data is to allow access to positions or heights
 TC0539.recognized by the United States Government. Passive control that is used by
 TC0539.both nations may share the same or similar designations or descriptions but
 TC0539.do not share official positions or heights. The 'Station Description' may
 TC0539.originate from a Canadian 'Station Report' and if so contains information
 TC0539.licensed under the 'Open Government License - Canada'.
 TC0539
 TC0539.The horizontal coordinates were established by classical geodetic methods
 TC0539.and adjusted by the National Geodetic Survey in March 1999.
 TC0539
 TC0539.The orthometric height was scaled from a topographic map.
 TC0539
 TC0539.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0539
 TC0539.Click photographs - Photos may exist for this station.
 TC0539
 TC0539. The following values were computed from the NAD 83(1996) position.
 TC0539
 TC0539;                    North         East     Units Scale Factor Converg.
 TC0539;UTM  15      - 5,390,982.900   420,611.937   MT  0.99967743   -0 48 34.8
 TC0539
 TC0539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0539!UTM  15      -   0.99994958  x   0.99967743  =   0.99962702
 TC0539
 TC0539:                Primary Azimuth Mark                     Grid Az
 TC0539:UTM  15      -  PIPP AZ MK                               110 29 14.4
 TC0539
 TC0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP2061190982(NAD 83)
 TC0539
 TC0539|---------------------------------------------------------------------|
 TC0539| PID    Reference Object                     Distance      Geod. Az  |
 TC0539|                                                           dddmmss.s |
 TC0539| TC0536 PIPP                                 12.971 METERS 02854     |
 TC0539| CO8109 PIPP AZ MK                                         1094039.6 |
 TC0539| TC0537 BIRCHDALE FIRE TOWER                APPROX. 4.4 KM 1822200.1 |
 TC0539| TC0538 BIRCHDALE NW BELL MW KAR 91         APPROX. 4.6 KM 2031745.2 |
 TC0539| TC1405 PIPP RM 2                            25.097 METERS 29510     |
 TC0539|---------------------------------------------------------------------|
 TC0539
 TC0539                          SUPERSEDED SURVEY CONTROL
 TC0539
 TC0539  NAD 83(1986)-  48 40 00.63916(N)    094 04 41.60945(W) AD(       ) 1
 TC0539  NAD 27      -  48 40 00.77488(N)    094 04 40.96482(W) AD(       ) 1
 TC0539
 TC0539.Superseded values are not recommended for survey control.
 TC0539
 TC0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0539.See file dsdata.pdf to determine how the superseded data were derived.
 TC0539
 TC0539_MARKER: DR = REFERENCE MARK DISK
 TC0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0539+STABILITY: SURFACE MOTION
 TC0539
 TC0539  HISTORY     - Date     Condition        Report By
 TC0539  HISTORY     - 1967     MONUMENTED       CGS
 TC0539
 TC0539                          STATION DESCRIPTION
 TC0539
 TC0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 TC0539'THE STATION IS LOCATED ABOUT 4-1/2 MILES WEST OF BARWICK, 1-1/2
 TC0539'MILES NORTH OF THE RAINY RIVER AND JUST NORTH OF KINGS HIGHWAY 11.
 TC0539'
 TC0539'TO REACH THE STATION FROM THE BARWICK CONSOLIDATED SCHOOL GO
 TC0539'SOUTH ON A GRAVELED ROAD FOR 0.05 MILE TO THE JUNCTION OF KINGS
 TC0539'HIGHWAY 11.  TURN RIGHT AND GO WESTERLY ON HIGHWAY 11 FOR 4.25
 TC0539'MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE WESTERLY ON
 TC0539'HIGHWAY 11 FOR 0.45 MILE TO THE STATION ON THE RIGHT.
 TC0539'
 TC0539'STATION MARK, A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A
 TC0539'6X6 INCH SQUARE CONCRETE MONUMENT STAMPED PIPP NO 1 1923, IS SET
 TC0539'FLUSH WITH THE GROUND SURFACE.  IT IS 48 FEET EAST OF TELEPHONE
 TC0539'POLE NUMBER 8, 47.1 FEET SOUTHEAST OF THE SOUTH RAIL OF A RAILROAD
 TC0539'TRACK, 37 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY AND 3.4
 TC0539'FEET NORTHWEST OF A METAL WITNESS POST.
 TC0539'
 TC0539'PIPP 1923, A STANDARD STATION MARK DISK SET IN THE TOP OF A 6X6
 TC0539'INCH SQUARE CONCRETE MONUMENT, STAMPED PIPP 1923, IS SET 4 INCHES
 TC0539'BELOW THE GROUND SURFACE.  IT IS 78 FEET NORTHEAST OF THE CENTER
 TC0539'OF THE HIGHWAY, 63 FEET NORTH OF TELEPHONE POLE NUMBER 8, 5.2 FEET
 TC0539'SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACK AND ON RAILROAD
 TC0539'RIGHT OF WAY.
 TC0539'
 TC0539'R.M. NO. 2, A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A
 TC0539'12-INCH ROUND CONCRETE MONUMENT, STAMPED PIPP NO 2 1923 1967,
 TC0539'PROJECTS 5 INCHES.  IT IS 48 FEET NORTHEAST OF THE CENTER OF THE
 TC0539'HIGHWAY, 35.8 FEET SOUTHWEST OF THE SOUTH RAIL OF THE
 TC0539'RAILROAD TRACK, 35 FEET NORTHWEST OF TELEPHONE POLE NUMBER 8 AND
 TC0539'1.7 FEET NORTHEAST OF A METAL WITNESS POST.
 TC0539'
 TC0539'AZIMUTH MARK, A STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A
 TC0539'12-INCH ROUND CONCRETE MONUMENT, STAMPED PIPP 1923 1967, PROJECTS 6
 TC0539'INCHES.  IT IS 62 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 21 FEET
 TC0539'WEST OF THE CENTER OF A DRIVEWAY, 2.5 FEET SOUTH OF POWER POLE
 TC0539'NUMBER 827 AND 2 FEET WEST OF A METAL WITNESS POST.
 TC0539'
 TC0539'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RH0046 ***********************************************************************
 RH0046  DESIGNATION -  PIRATE IBC 1944
 RH0046  PID         -  RH0046
 RH0046  STATE/COUNTY-  ON/ALGOMA
 RH0046  COUNTRY     -  CANADA
 RH0046  NTS MAPSHEET-  JOSEPH ISLAND (2020)
 RH0046
 RH0046                         *CURRENT SURVEY CONTROL
 RH0046  ______________________________________________________________________
 RH0046* NAD 83(1986) POSITION- 46 03 52.07831(N) 083 54 24.85277(W)   ADJUSTED
 RH0046* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RH0046  ______________________________________________________________________
 RH0046  GEOID HEIGHT    -        -37.232 (meters)                     EGM08
 RH0046  HORZ ORDER      -  THIRD
 RH0046
 RH0046.The positional and height information provided upon this datasheet are not
 RH0046.officially recognized by the Government of Canada, provincial governments
 RH0046.within Canada, nor are they intended to replace or substitute for them.
 RH0046.The intent of sharing this data is to allow access to positions or heights
 RH0046.recognized by the United States Government. Passive control that is used by
 RH0046.both nations may share the same or similar designations or descriptions but
 RH0046.do not share official positions or heights. The 'Station Description' may
 RH0046.originate from a Canadian 'Station Report' and if so contains information
 RH0046.licensed under the 'Open Government License - Canada'.
 RH0046
 RH0046.The horizontal coordinates were established by classical geodetic methods
 RH0046.and adjusted by the National Geodetic Survey in July 1986.
 RH0046
 RH0046.The orthometric height was scaled from a topographic map.
 RH0046
 RH0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 RH0046
 RH0046.Click photographs - Photos may exist for this station.
 RH0046
 RH0046. The following values were computed from the NAD 83(1986) position.
 RH0046
 RH0046;                    North         East     Units Scale Factor Converg.
 RH0046;UTM  17      - 5,105,318.908   275,176.752   MT  1.00022141   -2 05 39.1
 RH0046
 RH0046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0046!UTM  17      -   0.99997824  x   1.00022141  =   1.00019965
 RH0046
 RH0046:                Primary Azimuth Mark                     Grid Az
 RH0046:UTM  17      -  221                                      211 59 22.7
 RH0046
 RH0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM7517605318(NAD 83)
 RH0046
 RH0046|---------------------------------------------------------------------|
 RH0046| PID    Reference Object                     Distance      Geod. Az  |
 RH0046|                                                           dddmmss.s |
 RH0046| RH0045 REF MON 8 IWC 1911                   30.559 METERS 04055     |
 RH0046| RH0047 221                                 APPROX. 4.2 KM 2095343.6 |
 RH0046|---------------------------------------------------------------------|
 RH0046
 RH0046                          SUPERSEDED SURVEY CONTROL
 RH0046
 RH0046  NAD 27      -  46 03 52.00900(N)    083 54 24.80800(W) AD(       ) 3
 RH0046
 RH0046.Superseded values are not recommended for survey control.
 RH0046
 RH0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0046.See file dsdata.pdf to determine how the superseded data were derived.
 RH0046
 RH0046_MARKER: H = DRILL HOLE
 RH0046_SETTING: 80 = SET IN A BOULDER
 RH0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RH0046+STABILITY: SURFACE MOTION
 RH0046
 RH0046  HISTORY     - Date     Condition        Report By
 RH0046  HISTORY     - 1944     MONUMENTED       IBC
 RH0046  HISTORY     - 1958     GOOD             IBC
 RH0046
 RH0046                          STATION DESCRIPTION
 RH0046
 RH0046'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RH0046'ON THE S SIDE OF PIRATE ISLAND IN THE W END OF POTAGANNISSING BAY,
 RH0046'5 MILES N OF DETOUR, MICHIGAN, ON THE ROCKY BEACH AT ABOUT THE
 RH0046'CENTER OF THE S SIDE OF THE ISLAND, OPPOSITE REFERNECE MONUMENT 8,
 RH0046'AND IN THE EDGE OF THE VEGETATION.
 RH0046'
 RH0046'STATION MARK IS A 5/8-INCH DRILL HOLE 1/4 INCH DEEP WITH A PUNCH HOLE
 RH0046'IN THE CENTER, IN THE TOP OF A ROCK 12 BY 18 INCHES BY 4 INCHES ABOVE
 RH0046'GROUND.
 RH0046
 RH0046                          STATION RECOVERY (1958)
 RH0046
 RH0046'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RH0046'RECOVERED IN GOOD CONDITION.  CAIRN BUILT AT THIS TIME.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NC1663 ***********************************************************************
 NC1663  DESIGNATION -  POINT ABINO LIGHTHOUSE
 NC1663  PID         -  NC1663
 NC1663  STATE/COUNTY-  ON/NIAGARA
 NC1663  COUNTRY     -  CANADA
 NC1663  NTS MAPSHEET-  WELLAND (2020)
 NC1663
 NC1663                         *CURRENT SURVEY CONTROL
 NC1663  ______________________________________________________________________
 NC1663* NAD 83(1996) POSITION- 42 50 07.58352(N) 079 05 43.00848(W)   ADJUSTED
 NC1663  ______________________________________________________________________
 NC1663  GEOID HEIGHT    -        -35.953 (meters)                     EGM08
 NC1663  HORZ ORDER      -  THIRD
 NC1663
 NC1663.The positional and height information provided upon this datasheet are not
 NC1663.officially recognized by the Government of Canada, provincial governments
 NC1663.within Canada, nor are they intended to replace or substitute for them.
 NC1663.The intent of sharing this data is to allow access to positions or heights
 NC1663.recognized by the United States Government. Passive control that is used by
 NC1663.both nations may share the same or similar designations or descriptions but
 NC1663.do not share official positions or heights. The 'Station Description' may
 NC1663.originate from a Canadian 'Station Report' and if so contains information
 NC1663.licensed under the 'Open Government License - Canada'.
 NC1663
 NC1663.The horizontal coordinates were established by classical geodetic methods
 NC1663.and adjusted by the National Geodetic Survey in January 1999.
 NC1663
 NC1663.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC1663
 NC1663.Click photographs - Photos may exist for this station.
 NC1663
 NC1663. The following values were computed from the NAD 83(1996) position.
 NC1663
 NC1663;                    North         East     Units Scale Factor Converg.
 NC1663;UTM  17      - 4,744,300.476   655,666.460   MT  0.99989812   +1 17 43.0
 NC1663
 NC1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5566644300(NAD 83)
 NC1663
 NC1663                          SUPERSEDED SURVEY CONTROL
 NC1663
 NC1663  NAD 83(1986)-  42 50 07.59639(N)    079 05 43.00904(W) AD(       ) 3
 NC1663
 NC1663.Superseded values are not recommended for survey control.
 NC1663
 NC1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1663.See file dsdata.pdf to determine how the superseded data were derived.
 NC1663
 NC1663_MARKER: 13 = LIGHTHOUSE
 NC1663
 NC1663  HISTORY     - Date     Condition        Report By
 NC1663  HISTORY     - 1929     FIRST OBSERVED   CGS
 NC1663
 NC1663                          STATION DESCRIPTION
 NC1663
 NC1663'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 PJ0202 ***********************************************************************
 PJ0202  DESIGNATION -  POINT ALEXANDRIA LIGHT
 PJ0202  PID         -  PJ0202
 PJ0202  STATE/COUNTY-  ON/FRONTENAC
 PJ0202  COUNTRY     -  CANADA
 PJ0202  NTS MAPSHEET-  WOLFE ISLAND (2020)
 PJ0202
 PJ0202                         *CURRENT SURVEY CONTROL
 PJ0202  ______________________________________________________________________
 PJ0202* NAD 83(1996) POSITION- 44 08 07.55233(N) 076 21 14.55477(W)   ADJUSTED
 PJ0202* NAVD 88 ORTHO HEIGHT -    85.    (meters)      279.    (feet) SCALED
 PJ0202  ______________________________________________________________________
 PJ0202  GEOID HEIGHT    -        -34.908 (meters)                     EGM08
 PJ0202  HORZ ORDER      -  THIRD
 PJ0202
 PJ0202.The positional and height information provided upon this datasheet are not
 PJ0202.officially recognized by the Government of Canada, provincial governments
 PJ0202.within Canada, nor are they intended to replace or substitute for them.
 PJ0202.The intent of sharing this data is to allow access to positions or heights
 PJ0202.recognized by the United States Government. Passive control that is used by
 PJ0202.both nations may share the same or similar designations or descriptions but
 PJ0202.do not share official positions or heights. The 'Station Description' may
 PJ0202.originate from a Canadian 'Station Report' and if so contains information
 PJ0202.licensed under the 'Open Government License - Canada'.
 PJ0202
 PJ0202.The horizontal coordinates were established by classical geodetic methods
 PJ0202.and adjusted by the National Geodetic Survey in January 1999.
 PJ0202
 PJ0202.The orthometric height was scaled from a topographic map.
 PJ0202
 PJ0202.Significant digits in the geoid height do not necessarily reflect accuracy.
 PJ0202
 PJ0202.Click photographs - Photos may exist for this station.
 PJ0202
 PJ0202. The following values were computed from the NAD 83(1996) position.
 PJ0202
 PJ0202;                    North         East     Units Scale Factor Converg.
 PJ0202;UTM  18      - 4,887,806.379   391,687.729   MT  0.99974428   -0 56 34.8
 PJ0202
 PJ0202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0202!UTM  18      -   0.99999213  x   0.99974428  =   0.99973641
 PJ0202
 PJ0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP9168787806(NAD 83)
 PJ0202
 PJ0202                          SUPERSEDED SURVEY CONTROL
 PJ0202
 PJ0202  NAD 83(1986)-  44 08 07.55517(N)    076 21 14.54894(W) AD(       ) 3
 PJ0202
 PJ0202.Superseded values are not recommended for survey control.
 PJ0202
 PJ0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0202.See file dsdata.pdf to determine how the superseded data were derived.
 PJ0202
 PJ0202_MARKER: 14 = NAVIGATION LIGHT
 PJ0202
 PJ0202  HISTORY     - Date     Condition        Report By
 PJ0202  HISTORY     - 1985     FIRST OBSERVED   NOS
 PJ0202
 PJ0202                          STATION DESCRIPTION
 PJ0202
 PJ0202'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (MWJ)
 PJ0202'THE STATION IS LOCATED AT THE FERRY LANDING AT ALEXANDRIA
 PJ0202'POINT ON WOLFE ISLAND, CANADA ACROSS THE ST LAWRENCE RIVER
 PJ0202'FROM CAPE VINCENT.
 PJ0202'
 PJ0202'THE STATION IS BEST REACHED BY BOAT FROM CAPE VINCENT
 PJ0202'BUT PERMISSION MAY BE REQUIRED FROM THE CANADIANS.
 PJ0202'
 PJ0202'THE POINT INTERSECTED WAS THE HIGHEST VERTICAL POINT OF
 PJ0202'THE LIGHT ATOP THE WHITE CIRCULAR TOWER WITH THE RED TOP.
 PJ0202'
 PJ0202'DESCRIBED BY M JOHNSON.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1071 ***********************************************************************
 RJ1071  DESIGNATION -  POINT AUX PINS FRONT RANGE LT
 RJ1071  PID         -  RJ1071
 RJ1071  STATE/COUNTY-  ON/ALGOMA
 RJ1071  COUNTRY     -  CANADA
 RJ1071  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ1071
 RJ1071                         *CURRENT SURVEY CONTROL
 RJ1071  ______________________________________________________________________
 RJ1071* NAD 83(1986) POSITION- 46 28 03.88453(N) 084 28 20.60944(W)   ADJUSTED
 RJ1071* NAVD 88 ORTHO HEIGHT -   182.    (meters)      597.    (feet) SCALED
 RJ1071  ______________________________________________________________________
 RJ1071  GEOID HEIGHT    -        -36.961 (meters)                     EGM08
 RJ1071  HORZ ORDER      -  THIRD
 RJ1071
 RJ1071.The positional and height information provided upon this datasheet are not
 RJ1071.officially recognized by the Government of Canada, provincial governments
 RJ1071.within Canada, nor are they intended to replace or substitute for them.
 RJ1071.The intent of sharing this data is to allow access to positions or heights
 RJ1071.recognized by the United States Government. Passive control that is used by
 RJ1071.both nations may share the same or similar designations or descriptions but
 RJ1071.do not share official positions or heights. The 'Station Description' may
 RJ1071.originate from a Canadian 'Station Report' and if so contains information
 RJ1071.licensed under the 'Open Government License - Canada'.
 RJ1071
 RJ1071.The horizontal coordinates were established by classical geodetic methods
 RJ1071.and adjusted by the National Geodetic Survey in July 1986.
 RJ1071
 RJ1071.The orthometric height was scaled from a topographic map.
 RJ1071
 RJ1071.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1071
 RJ1071.Click photographs - Photos may exist for this station.
 RJ1071
 RJ1071. The following values were computed from the NAD 83(1986) position.
 RJ1071
 RJ1071;                    North         East     Units Scale Factor Converg.
 RJ1071;UTM  16      - 5,149,123.661   694,059.681   MT  1.00006293   +1 49 59.0
 RJ1071
 RJ1071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1071!UTM  16      -   0.99997726  x   1.00006293  =   1.00004019
 RJ1071
 RJ1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9405949123(NAD 83)
 RJ1071
 RJ1071                          SUPERSEDED SURVEY CONTROL
 RJ1071
 RJ1071  NAD 27      -  46 28 03.81000(N)    084 28 20.44000(W) AD(       ) 3
 RJ1071
 RJ1071.Superseded values are not recommended for survey control.
 RJ1071
 RJ1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1071.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1071
 RJ1071_MARKER: 14 = NAVIGATION LIGHT
 RJ1071_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1071
 RJ1071  HISTORY     - Date     Condition        Report By
 RJ1071  HISTORY     - 1943     FIRST OBSERVED   IBC
 RJ1071  HISTORY     - 1968     GOOD             USACE
 RJ1071  HISTORY     - 1981     GOOD             NOS
 RJ1071
 RJ1071                          STATION DESCRIPTION
 RJ1071
 RJ1071'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ1071'ON N END OF ISLAND, 1/8 MILE NE OF POINT LOUISE AT SOURCE OF ST
 RJ1071'MARYS RIVER.  FRONT RANGE FOR SECOND COURSE OF SHIPS CHANNEL IN
 RJ1071'ST MARYS RIVER.  MARK IS FINIAL OF LIGHT ON WHITE SQUARE TOWER 31
 RJ1071'FEET HIGH, BUILT IN 1903.
 RJ1071
 RJ1071                          STATION RECOVERY (1968)
 RJ1071
 RJ1071'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1968
 RJ1071'RECOVERED IN GOOD CONDITION.
 RJ1071
 RJ1071                          STATION RECOVERY (1981)
 RJ1071
 RJ1071'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ1071'THE STATION WAS RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1072 ***********************************************************************
 RJ1072  DESIGNATION -  POINT AUX PINS LH IBC
 RJ1072  PID         -  RJ1072
 RJ1072  STATE/COUNTY-  ON/ALGOMA
 RJ1072  COUNTRY     -  CANADA
 RJ1072  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ1072
 RJ1072                         *CURRENT SURVEY CONTROL
 RJ1072  ______________________________________________________________________
 RJ1072* NAD 83(1986) POSITION- 46 27 51.12351(N) 084 28 22.46854(W)   ADJUSTED
 RJ1072* NAVD 88 ORTHO HEIGHT -   182.    (meters)      597.    (feet) SCALED
 RJ1072  ______________________________________________________________________
 RJ1072  GEOID HEIGHT    -        -36.960 (meters)                     EGM08
 RJ1072  HORZ ORDER      -  THIRD
 RJ1072
 RJ1072.The positional and height information provided upon this datasheet are not
 RJ1072.officially recognized by the Government of Canada, provincial governments
 RJ1072.within Canada, nor are they intended to replace or substitute for them.
 RJ1072.The intent of sharing this data is to allow access to positions or heights
 RJ1072.recognized by the United States Government. Passive control that is used by
 RJ1072.both nations may share the same or similar designations or descriptions but
 RJ1072.do not share official positions or heights. The 'Station Description' may
 RJ1072.originate from a Canadian 'Station Report' and if so contains information
 RJ1072.licensed under the 'Open Government License - Canada'.
 RJ1072
 RJ1072.The horizontal coordinates were established by classical geodetic methods
 RJ1072.and adjusted by the National Geodetic Survey in July 1986.
 RJ1072
 RJ1072.The orthometric height was scaled from a topographic map.
 RJ1072
 RJ1072.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1072
 RJ1072.Click photographs - Photos may exist for this station.
 RJ1072
 RJ1072. The following values were computed from the NAD 83(1986) position.
 RJ1072
 RJ1072;                    North         East     Units Scale Factor Converg.
 RJ1072;UTM  16      - 5,148,728.536   694,032.636   MT  1.00006280   +1 49 57.3
 RJ1072
 RJ1072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1072!UTM  16      -   0.99997726  x   1.00006280  =   1.00004006
 RJ1072
 RJ1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9403248728(NAD 83)
 RJ1072
 RJ1072                          SUPERSEDED SURVEY CONTROL
 RJ1072
 RJ1072  NAD 27      -  46 27 51.05096(N)    084 28 22.29911(W) AD(       ) 3
 RJ1072  USSD        -  46 27 51.78000(N)    084 28 21.55000(W) AD(       ) 3
 RJ1072
 RJ1072.Superseded values are not recommended for survey control.
 RJ1072
 RJ1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1072.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1072
 RJ1072_MARKER: 13 = LIGHTHOUSE
 RJ1072
 RJ1072  HISTORY     - Date     Condition        Report By
 RJ1072  HISTORY     - 1943     FIRST OBSERVED   IBC
 RJ1072  HISTORY     - 1968     GOOD             USACE
 RJ1072
 RJ1072                          STATION DESCRIPTION
 RJ1072
 RJ1072'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ1072'ON POINT LOUISE, THE SW POINT OF POINT AUX PINS AT THE SOURCE OF
 RJ1072'ST MARYS RIVER, ON OUTER END OF LOW SAND POINT.  IT IS A WHITE
 RJ1072'SQUARE WOODEN STRUCTURE ON STONE MASONRY FOUNDATION ABOUT 25 FEET
 RJ1072'HIGH BUILT IN 1873.  MARK IS THE FINIAL OF THE LIGHTHOUSE.
 RJ1072
 RJ1072                          STATION RECOVERY (1968)
 RJ1072
 RJ1072'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1968
 RJ1072'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1075 ***********************************************************************
 RJ1075  DESIGNATION -  POINT AUX PINS REAR RANGE LT
 RJ1075  PID         -  RJ1075
 RJ1075  STATE/COUNTY-  ON/ALGOMA
 RJ1075  COUNTRY     -  CANADA
 RJ1075  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ1075
 RJ1075                         *CURRENT SURVEY CONTROL
 RJ1075  ______________________________________________________________________
 RJ1075* NAD 83(1986) POSITION- 46 27 58.56682(N) 084 28 30.83541(W)   ADJUSTED
 RJ1075* NAVD 88 ORTHO HEIGHT -   182.    (meters)      597.    (feet) SCALED
 RJ1075  ______________________________________________________________________
 RJ1075  GEOID HEIGHT    -        -36.959 (meters)                     EGM08
 RJ1075  HORZ ORDER      -  THIRD
 RJ1075
 RJ1075.The positional and height information provided upon this datasheet are not
 RJ1075.officially recognized by the Government of Canada, provincial governments
 RJ1075.within Canada, nor are they intended to replace or substitute for them.
 RJ1075.The intent of sharing this data is to allow access to positions or heights
 RJ1075.recognized by the United States Government. Passive control that is used by
 RJ1075.both nations may share the same or similar designations or descriptions but
 RJ1075.do not share official positions or heights. The 'Station Description' may
 RJ1075.originate from a Canadian 'Station Report' and if so contains information
 RJ1075.licensed under the 'Open Government License - Canada'.
 RJ1075
 RJ1075.The horizontal coordinates were established by classical geodetic methods
 RJ1075.and adjusted by the National Geodetic Survey in July 1986.
 RJ1075
 RJ1075.The orthometric height was scaled from a topographic map.
 RJ1075
 RJ1075.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1075
 RJ1075.Click photographs - Photos may exist for this station.
 RJ1075
 RJ1075. The following values were computed from the NAD 83(1986) position.
 RJ1075
 RJ1075;                    North         East     Units Scale Factor Converg.
 RJ1075;UTM  16      - 5,148,952.560   693,846.849   MT  1.00006191   +1 49 51.4
 RJ1075
 RJ1075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1075!UTM  16      -   0.99997726  x   1.00006191  =   1.00003917
 RJ1075
 RJ1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9384648952(NAD 83)
 RJ1075
 RJ1075                          SUPERSEDED SURVEY CONTROL
 RJ1075
 RJ1075  NAD 27      -  46 27 58.50000(N)    084 28 30.66000(W) AD(       ) 3
 RJ1075
 RJ1075.Superseded values are not recommended for survey control.
 RJ1075
 RJ1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1075.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1075
 RJ1075_MARKER: 14 = NAVIGATION LIGHT
 RJ1075_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1075
 RJ1075  HISTORY     - Date     Condition        Report By
 RJ1075  HISTORY     - 1943     FIRST OBSERVED   IBC
 RJ1075  HISTORY     - 1968     GOOD             USACE
 RJ1075  HISTORY     - 1981     GOOD             NOS
 RJ1075
 RJ1075                          STATION DESCRIPTION
 RJ1075
 RJ1075'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ1075'ON NE SIDE OF POINT LOUISE AT SOURCE OF ST MARYS RIVER.  BACK
 RJ1075'RANGE FOR SECOND COURSE OF SHIPS CHANNEL IN ST MARYS RIVER.  MARK
 RJ1075'IS FINIAL OF LIGHT ON WHITE SQUARE TOWER 56 FEET HIGH, BUILT IN
 RJ1075'1903.
 RJ1075
 RJ1075                          STATION RECOVERY (1968)
 RJ1075
 RJ1075'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1968
 RJ1075'RECOVERED IN GOOD CONDITION.
 RJ1075
 RJ1075                          STATION RECOVERY (1981)
 RJ1075
 RJ1075'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ1075'THE STATION WAS RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0949 ***********************************************************************
 RJ0949  DESIGNATION -  POINT IBC 1944
 RJ0949  PID         -  RJ0949
 RJ0949  STATE/COUNTY-  ON/ALGOMA
 RJ0949  COUNTRY     -  CANADA
 RJ0949  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ0949
 RJ0949                         *CURRENT SURVEY CONTROL
 RJ0949  ______________________________________________________________________
 RJ0949* NAD 83(1986) POSITION- 46 23 24.66770(N) 084 07 44.42324(W)   ADJUSTED
 RJ0949* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0949  ______________________________________________________________________
 RJ0949  GEOID HEIGHT    -        -37.141 (meters)                     EGM08
 RJ0949  HORZ ORDER      -  THIRD
 RJ0949
 RJ0949.The positional and height information provided upon this datasheet are not
 RJ0949.officially recognized by the Government of Canada, provincial governments
 RJ0949.within Canada, nor are they intended to replace or substitute for them.
 RJ0949.The intent of sharing this data is to allow access to positions or heights
 RJ0949.recognized by the United States Government. Passive control that is used by
 RJ0949.both nations may share the same or similar designations or descriptions but
 RJ0949.do not share official positions or heights. The 'Station Description' may
 RJ0949.originate from a Canadian 'Station Report' and if so contains information
 RJ0949.licensed under the 'Open Government License - Canada'.
 RJ0949
 RJ0949.The horizontal coordinates were established by classical geodetic methods
 RJ0949.and adjusted by the National Geodetic Survey in July 1986.
 RJ0949
 RJ0949.The orthometric height was scaled from a topographic map.
 RJ0949
 RJ0949.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0949
 RJ0949.Click photographs - Photos may exist for this station.
 RJ0949
 RJ0949. The following values were computed from the NAD 83(1986) position.
 RJ0949
 RJ0949;                    North         East     Units Scale Factor Converg.
 RJ0949;UTM  16      - 5,141,407.167   720,735.489   MT  1.00019897   +2 04 46.5
 RJ0949
 RJ0949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0949!UTM  16      -   0.99997823  x   1.00019897  =   1.00017719
 RJ0949
 RJ0949:                Primary Azimuth Mark                     Grid Az
 RJ0949:UTM  16      -  SIMONS                                   182 17 15.9
 RJ0949
 RJ0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2073541407(NAD 83)
 RJ0949
 RJ0949|---------------------------------------------------------------------|
 RJ0949| PID    Reference Object                     Distance      Geod. Az  |
 RJ0949|                                                           dddmmss.s |
 RJ0949| RJ0948 TS 24 USLS 1878                      38.084 METERS 01849     |
 RJ0949| RJ0938 SIMONS                              APPROX. 1.7 KM 1842202.4 |
 RJ0949|---------------------------------------------------------------------|
 RJ0949
 RJ0949                          SUPERSEDED SURVEY CONTROL
 RJ0949
 RJ0949  NAD 27      -  46 23 24.59200(N)    084 07 44.32100(W) AD(       ) 3
 RJ0949
 RJ0949.Superseded values are not recommended for survey control.
 RJ0949
 RJ0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0949.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0949
 RJ0949_MARKER: H = DRILL HOLE
 RJ0949_SETTING: 80 = SET IN A BOULDER
 RJ0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0949+STABILITY: SURFACE MOTION
 RJ0949
 RJ0949  HISTORY     - Date     Condition        Report By
 RJ0949  HISTORY     - 1944     MONUMENTED       IBC
 RJ0949  HISTORY     - 1958     GOOD             IBC
 RJ0949
 RJ0949                          STATION DESCRIPTION
 RJ0949
 RJ0949'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RJ0949'ON THE S ON E OF TWIN PROJECTIONS ON THE PROMINENT POINT ON THE E
 RJ0949'SIDE OF LOWER LAKE GEORGE, 3/4 MILE S OF PUMPKIN POINT.  ABOUT THE
 RJ0949'CENTER OF THE POINT AND 4 FEET FROM THE SHORE.
 RJ0949'
 RJ0949'STATION MARK IS A DRILL HOLE IN SOLID ROCK SHOWING 18 INCHES
 RJ0949'DIAMETER, AND 6 INCHES ABOVE THE SURFACE.
 RJ0949
 RJ0949                          STATION RECOVERY (1958)
 RJ0949
 RJ0949'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0949'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 MC1241 ***********************************************************************
 MC1241  DESIGNATION -  POINT PELEE
 MC1241  PID         -  MC1241
 MC1241  STATE/COUNTY-  ON/ESSEX
 MC1241  COUNTRY     -  CANADA
 MC1241  NTS MAPSHEET-  PELEE ISLAND (2020)
 MC1241
 MC1241                         *CURRENT SURVEY CONTROL
 MC1241  ______________________________________________________________________
 MC1241* NAD 83(1995) POSITION- 41 48 50.85103(N) 082 41 01.50552(W)   ADJUSTED
 MC1241* NAVD 88 ORTHO HEIGHT -   175.    (meters)      574.    (feet) SCALED
 MC1241  ______________________________________________________________________
 MC1241  GEOID HEIGHT    -        -36.045 (meters)                     EGM08
 MC1241  HORZ ORDER      -  FIRST
 MC1241
 MC1241.The positional and height information provided upon this datasheet are not
 MC1241.officially recognized by the Government of Canada, provincial governments
 MC1241.within Canada, nor are they intended to replace or substitute for them.
 MC1241.The intent of sharing this data is to allow access to positions or heights
 MC1241.recognized by the United States Government. Passive control that is used by
 MC1241.both nations may share the same or similar designations or descriptions but
 MC1241.do not share official positions or heights. The 'Station Description' may
 MC1241.originate from a Canadian 'Station Report' and if so contains information
 MC1241.licensed under the 'Open Government License - Canada'.
 MC1241
 MC1241.The horizontal coordinates were established by classical geodetic methods
 MC1241.and adjusted by the National Geodetic Survey in April 1998.
 MC1241
 MC1241.The orthometric height was scaled from a topographic map.
 MC1241
 MC1241.Significant digits in the geoid height do not necessarily reflect accuracy.
 MC1241
 MC1241.Click photographs - Photos may exist for this station.
 MC1241
 MC1241. The following values were computed from the NAD 83(1995) position.
 MC1241
 MC1241;                    North         East     Units Scale Factor Converg.
 MC1241;UTM  17      - 4,630,509.355   360,148.358   MT  0.99984068   -1 07 22.0
 MC1241
 MC1241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1241!UTM  17      -   0.99997824  x   0.99984068  =   0.99981892
 MC1241
 MC1241:                Primary Azimuth Mark                     Grid Az
 MC1241:UTM  17      -  MIDDLE BASS ISLAND                       214 34 25.8
 MC1241
 MC1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG6014830509(NAD 83)
 MC1241
 MC1241|---------------------------------------------------------------------|
 MC1241| PID    Reference Object                     Distance      Geod. Az  |
 MC1241|                                                           dddmmss.s |
 MC1241| MC1250 MIDDLE BASS ISLAND                  APPROX.15.6 KM 2132703.8 |
 MC1241| MC1263 MIDDLE SISTER                       APPROX.26.7 KM 2781356.5 |
 MC1241|---------------------------------------------------------------------|
 MC1241
 MC1241                          SUPERSEDED SURVEY CONTROL
 MC1241
 MC1241  NAD 83(1986)-  41 48 50.85992(N)    082 41 01.53435(W) AD(       ) 1
 MC1241  NAD 27      -  41 48 50.68600(N)    082 41 01.86800(W) AD(       ) 1
 MC1241  USSD        -  41 48 50.53000(N)    082 41 01.68300(W) AD(       ) 3
 MC1241
 MC1241.Superseded values are not recommended for survey control.
 MC1241
 MC1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1241.See file dsdata.pdf to determine how the superseded data were derived.
 MC1241
 MC1241
 MC1241  HISTORY     - Date     Condition        Report By
 MC1241  HISTORY     - 1877     MONUMENTED       USLS
 MC1241  HISTORY     - 1911     SEE DESCRIPTION  USLS
 MC1241
 MC1241                          STATION DESCRIPTION
 MC1241
 MC1241'DESCRIBED BY US LAKE SURVEY 1911
 MC1241'ON NORTHWEST POINT OF POINT PELEE ISLAND, IN WEST END OF LAKE
 MC1241'ERIE, IN GROVE
 MC1241'ABOUT 210 METERS (689 FEET) SOUTH OF LAKE SHORE, AND 194.8 METERS
 MC1241'(639 FEET) N. 53 DEG. 36 MIN. E.
 MC1241'(MAGNETIC) FROM EAST CORNER OF STONE HOUSE.  UNDERGROUND
 MC1241'MARK IS DRILL HOLE IN BRASS BOLT WHICH IS LEADED
 MC1241'INTO SOLID LIMESTONE ROCK, 19
 MC1241'INCHES BELOW SURFACE OF GROUND, AND MARKED WITH LETTERS U.S.
 MC1241'SURFACE MARK IS STONE
 MC1241'POST.  REFERENCE MARKS ARE STONE POSTS AT FOLLOWING DISTANCES AND
 MC1241'BEARINGS (MAGNETIC) FROM
 MC1241'STATION- 61.7 METERS (202 FEET), N. 22 DEG. 44 MIN. E., 35.9 METERS
 MC1241'(118 FEET), S. 80 DEG. 12 MIN. E.,
 MC1241'AND 31.5 METERS (103 FEET), S. 44 DEG. 47 MIN. W.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0993 ***********************************************************************
 TC0993  DESIGNATION -  POISSON
 TC0993  PID         -  TC0993
 TC0993  STATE/COUNTY-  ON/RAINY RIVER
 TC0993  COUNTRY     -  CANADA
 TC0993  NTS MAPSHEET-  PINEWOOD (2020)
 TC0993
 TC0993                         *CURRENT SURVEY CONTROL
 TC0993  ______________________________________________________________________
 TC0993* NAD 83(1996) POSITION- 48 42 33.84769(N) 094 18 56.87225(W)   ADJUSTED
 TC0993* NAVD 88 ORTHO HEIGHT -   329.    (meters)     1079.    (feet) SCALED
 TC0993  ______________________________________________________________________
 TC0993  GEOID HEIGHT    -        -29.335 (meters)                     EGM08
 TC0993  HORZ ORDER      -  THIRD
 TC0993
 TC0993.The positional and height information provided upon this datasheet are not
 TC0993.officially recognized by the Government of Canada, provincial governments
 TC0993.within Canada, nor are they intended to replace or substitute for them.
 TC0993.The intent of sharing this data is to allow access to positions or heights
 TC0993.recognized by the United States Government. Passive control that is used by
 TC0993.both nations may share the same or similar designations or descriptions but
 TC0993.do not share official positions or heights. The 'Station Description' may
 TC0993.originate from a Canadian 'Station Report' and if so contains information
 TC0993.licensed under the 'Open Government License - Canada'.
 TC0993
 TC0993.The horizontal coordinates were established by classical geodetic methods
 TC0993.and adjusted by the National Geodetic Survey in March 1999.
 TC0993
 TC0993.The orthometric height was scaled from a topographic map.
 TC0993
 TC0993.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0993
 TC0993.Click photographs - Photos may exist for this station.
 TC0993
 TC0993. The following values were computed from the NAD 83(1996) position.
 TC0993
 TC0993;                    North         East     Units Scale Factor Converg.
 TC0993;UTM  15      - 5,395,987.424   403,201.666   MT  0.99971511   -0 59 19.4
 TC0993
 TC0993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0993!UTM  15      -   0.99995298  x   0.99971511  =   0.99966811
 TC0993
 TC0993:                Primary Azimuth Mark                     Grid Az
 TC0993:UTM  15      -  CAMP RAINY RIVER                         072 32 44.6
 TC0993
 TC0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP0320195987(NAD 83)
 TC0993
 TC0993|---------------------------------------------------------------------|
 TC0993| PID    Reference Object                     Distance      Geod. Az  |
 TC0993|                                                           dddmmss.s |
 TC0993| TC0860 CAMP RAINY RIVER                    APPROX. 0.7 KM 0713325.2 |
 TC0993| TC0979 PARGIE                              288.687 METERS 14331     |
 TC0993|---------------------------------------------------------------------|
 TC0993
 TC0993                          SUPERSEDED SURVEY CONTROL
 TC0993
 TC0993  NAD 83(1986)-  48 42 33.82975(N)    094 18 56.86315(W) AD(       ) 3
 TC0993
 TC0993.Superseded values are not recommended for survey control.
 TC0993
 TC0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0993.See file dsdata.pdf to determine how the superseded data were derived.
 TC0993
 TC0993_MARKER: X = CHISELED CROSS
 TC0993_SETTING: 80 = SET IN A BOULDER
 TC0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0993+STABILITY: SURFACE MOTION
 TC0993
 TC0993  HISTORY     - Date     Condition        Report By
 TC0993  HISTORY     - 1914     MONUMENTED       IBC
 TC0993
 TC0993                          STATION DESCRIPTION
 TC0993
 TC0993'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC0993'ON THE NORTH BANK OF RAINY RIVER, ABOUT ONE - HALF MILE WEST OF
 TC0993'PINEWOOD, ONTARIO, AND ABOUT 380 METERS WEST OF THE MOUTH OF PINE
 TC0993'CREEK.  THE STATION IS IN A HAYFIELD ABOUT 8 METERS ABOVE AND 27
 TC0993'METERS BACK FROM THE RIVERS EDGE.  IT IS ABOUT 14 METERS FROM THE
 TC0993'SOUTH SIDE OF THE FIELD AND A SCRUB OAK, AND ABOUT 50 METERS WEST OF A
 TC0993'FENCE.
 TC0993'
 TC0993'STATION MARK--A CROSS CUT IN A ROCK.  SUBSURFACE MARK IS A BALL OF
 TC0993'WIRE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DF5379 ***********************************************************************
 DF5379  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF5379  DESIGNATION -  PORT WELLER CORS ARP
 DF5379  CORS_ID     -  PWEL
 DF5379  PID         -  DF5379
 DF5379  STATE/COUNTY-  ON/NIAGARA
 DF5379  COUNTRY     -  CANADA
 DF5379  NTS MAPSHEET-  NIAGARA (2020)
 DF5379
 DF5379                         *CURRENT SURVEY CONTROL
 DF5379  ______________________________________________________________________
 DF5379* NAD 83(2011) POSITION- 43 14 12.20235(N) 079 13 10.77720(W)   ADJUSTED
 DF5379* NAD 83(2011) ELLIP HT-    45.076 (meters)        (07/??/22)   ADJUSTED
 DF5379* NAD 83(2011) EPOCH   -  2010.00
 DF5379  ______________________________________________________________________
 DF5379  GEOID HEIGHT    -        -36.772 (meters)                     EGM08
 DF5379  NAD 83(2011) X  -    870,505.926 (meters)                     COMP
 DF5379  NAD 83(2011) Y  - -4,571,874.417 (meters)                     COMP
 DF5379  NAD 83(2011) Z  -  4,346,729.209 (meters)                     COMP
 DF5379
 DF5379  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF5379  Standards:
 DF5379         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF5379            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF5379  -------------------------------------------------------------------
 DF5379  NETWORK    0.15   0.45           0.07   0.06   0.23     -0.02070600
 DF5379  -------------------------------------------------------------------
 DF5379
 DF5379.The positional and height information provided upon this datasheet are not
 DF5379.officially recognized by the Government of Canada, provincial governments
 DF5379.within Canada, nor are they intended to replace or substitute for them.
 DF5379.The intent of sharing this data is to allow access to positions or heights
 DF5379.recognized by the United States Government. Passive control that is used by
 DF5379.both nations may share the same or similar designations or descriptions but
 DF5379.do not share official positions or heights. The 'Station Description' may
 DF5379.originate from a Canadian 'Station Report' and if so contains information
 DF5379.licensed under the 'Open Government License - Canada'.
 DF5379
 DF5379.The coordinates were established by GPS observations
 DF5379.and adjusted by the National Geodetic Survey in July 2022.
 DF5379
 DF5379.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF5379.been affixed to the stable North American Tectonic Plate. 
 DF5379
 DF5379.The coordinates are valid at the epoch date displayed above
 DF5379.which is a decimal equivalence of Year/Month/Day.
 DF5379
 DF5379.Due to the release of the International GNSS Service (IGS) 2014
 DF5379.realization of the International Terrestrial Reference Frame of 2014
 DF5379.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DF5379.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DF5379.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DF5379.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DF5379.currently published epoch of 2010.00.
 DF5379
 DF5379.Additional information on MYCS2 is available at
 DF5379.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DF5379
 DF5379.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5379
 DF5379.The PID for the CORS L1 Phase Center is DR8277.
 DF5379
 DF5379.Click photographs - Photos may exist for this station.
 DF5379
 DF5379.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF5379
 DF5379.The ellipsoidal height was determined by GPS observations
 DF5379.and is referenced to NAD 83.
 DF5379
 DF5379. The following values were computed from the NAD 83(2011) position.
 DF5379
 DF5379;                    North         East     Units Scale Factor Converg.
 DF5379;UTM  17      - 4,788,641.727   644,555.701   MT  0.99985706   +1 13 11.2
 DF5379
 DF5379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5379!UTM  17      -   0.99999293  x   0.99985706  =   0.99984999
 DF5379
 DF5379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH4455588641(NAD 83)
 DF5379
 DF5379                          SUPERSEDED SURVEY CONTROL
 DF5379
 DF5379  NAD 83(2011)-  43 14 12.20236(N)    079 13 10.77719(W) AD(2010.00) c
 DF5379  ELLIP H (06/??/19)   45.066  (m)                       GP(2010.00) c c
 DF5379  NAD 83(2011)-  43 14 12.20237(N)    079 13 10.77712(W) AD(2010.00) c
 DF5379  ELLIP H (08/??/11)   45.068  (m)                       GP(2010.00) c c
 DF5379  NAD 83(CORS)-  43 14 12.20263(N)    079 13 10.77787(W) AD(2002.00) c
 DF5379  ELLIP H (05/??/03)   45.089  (m)                       GP(2002.00) c c
 DF5379
 DF5379.Superseded values are not recommended for survey control.
 DF5379
 DF5379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5379.See file dsdata.pdf to determine how the superseded data were derived.
 DF5379
 DF5379_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF5379
 DF5379                          STATION DESCRIPTION
 DF5379
 DF5379'DESCRIBED BY NATIONAL GEODETIC SURVEY 2022
 DF5379'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DF5379'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DF5379'ACCESSIBLE AT THE WORLDWIDE WEB.
 DF5379'https://geodesy.noaa.gov/CORS/data.shtml
 DF5379'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DF5381 ***********************************************************************
 DF5381  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF5381  DESIGNATION -  PORT WELLER CORS MONUMENT
 DF5381  CORS_ID     -  PWEL
 DF5381  PID         -  DF5381
 DF5381  STATE/COUNTY-  ON/NIAGARA
 DF5381  COUNTRY     -  CANADA
 DF5381  NTS MAPSHEET-  NIAGARA (2020)
 DF5381
 DF5381                         *CURRENT SURVEY CONTROL
 DF5381  ______________________________________________________________________
 DF5381* NAD 83(2011) POSITION- 43 14 12.20235(N) 079 13 10.77720(W)   ADJUSTED
 DF5381* NAD 83(2011) ELLIP HT-    44.976 (meters)        (07/??/22)   ADJUSTED
 DF5381* NAD 83(2011) EPOCH   -  2010.00
 DF5381  ______________________________________________________________________
 DF5381  GEOID HEIGHT    -        -36.772 (meters)                     EGM08
 DF5381  NAD 83(2011) X  -    870,505.912 (meters)                     COMP
 DF5381  NAD 83(2011) Y  - -4,571,874.346 (meters)                     COMP
 DF5381  NAD 83(2011) Z  -  4,346,729.141 (meters)                     COMP
 DF5381
 DF5381  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF5381  Standards:
 DF5381         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF5381            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF5381  -------------------------------------------------------------------
 DF5381  NETWORK    0.15   0.45           0.07   0.06   0.23     -0.02070600
 DF5381  -------------------------------------------------------------------
 DF5381
 DF5381.The positional and height information provided upon this datasheet are not
 DF5381.officially recognized by the Government of Canada, provincial governments
 DF5381.within Canada, nor are they intended to replace or substitute for them.
 DF5381.The intent of sharing this data is to allow access to positions or heights
 DF5381.recognized by the United States Government. Passive control that is used by
 DF5381.both nations may share the same or similar designations or descriptions but
 DF5381.do not share official positions or heights. The 'Station Description' may
 DF5381.originate from a Canadian 'Station Report' and if so contains information
 DF5381.licensed under the 'Open Government License - Canada'.
 DF5381
 DF5381.The horizontal coordinates were established by GPS observations
 DF5381.and adjusted by the National Geodetic Survey in July 2022.
 DF5381
 DF5381.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF5381.been affixed to the stable North American Tectonic Plate. 
 DF5381
 DF5381.The horizontal coordinates are valid at the epoch date displayed above
 DF5381.which is a decimal equivalence of Year/Month/Day.
 DF5381
 DF5381.Due to the release of the International GNSS Service (IGS) 2014
 DF5381.realization of the International Terrestrial Reference Frame of 2014
 DF5381.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DF5381.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DF5381.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DF5381.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DF5381.currently published epoch of 2010.00.
 DF5381
 DF5381.Additional information on MYCS2 is available at
 DF5381.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DF5381
 DF5381.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5381
 DF5381.Click photographs - Photos may exist for this station.
 DF5381
 DF5381.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF5381
 DF5381.The ellipsoidal height was determined by GPS observations
 DF5381.and is referenced to NAD 83.
 DF5381
 DF5381. The following values were computed from the NAD 83(2011) position.
 DF5381
 DF5381;                    North         East     Units Scale Factor Converg.
 DF5381;UTM  17      - 4,788,641.727   644,555.701   MT  0.99985706   +1 13 11.2
 DF5381
 DF5381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5381!UTM  17      -   0.99999295  x   0.99985706  =   0.99985001
 DF5381
 DF5381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH4455588641(NAD 83)
 DF5381
 DF5381                          SUPERSEDED SURVEY CONTROL
 DF5381
 DF5381  NAD 83(2011)-  43 14 12.20236(N)    079 13 10.77719(W) AD(2010.00) A
 DF5381  ELLIP H (06/??/19)   44.966  (m)                       GP(2010.00) 4 1
 DF5381  NAD 83(2011)-  43 14 12.20237(N)    079 13 10.77712(W) AD(2010.00) A
 DF5381  ELLIP H (08/??/11)   44.968  (m)                       GP(2010.00) 4 1
 DF5381  NAD 83(CORS)-  43 14 12.20263(N)    079 13 10.77787(W) AD(2002.00) A
 DF5381  ELLIP H (05/??/03)   44.989  (m)                       GP(2002.00) 4 1
 DF5381
 DF5381.Superseded values are not recommended for survey control.
 DF5381
 DF5381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5381.See file dsdata.pdf to determine how the superseded data were derived.
 DF5381
 DF5381_STAMPING: UNKNOWN
 DF5381
 DF5381                          STATION DESCRIPTION
 DF5381
 DF5381'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'PWEL'
 DF5381'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DF5381'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF5381'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF5381'   https://geodesy.noaa.gov/corsdata/coord/coord_14
 DF5381'   https://geodesy.noaa.gov/corsdata/station_log
 DF5381'   https://geodesy.noaa.gov/CORS
 DF5381'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 ND0170 ***********************************************************************
 ND0170  DESIGNATION -  POST 3 59
 ND0170  PID         -  ND0170
 ND0170  STATE/COUNTY-  ON/ELGIN
 ND0170  COUNTRY     -  CANADA
 ND0170  NTS MAPSHEET-  PORT STANLEY (2020)
 ND0170
 ND0170                         *CURRENT SURVEY CONTROL
 ND0170  ______________________________________________________________________
 ND0170* NAD 83(1986) POSITION- 42 39 42.     (N) 081 12 47.     (W)   SCALED
 ND0170* NAVD 88 ORTHO HEIGHT -   175.785 (meters)      576.72  (feet) ADJUSTED
 ND0170  ______________________________________________________________________
 ND0170  GEOID HEIGHT    -        -36.249 (meters)                     EGM08
 ND0170  DYNAMIC HEIGHT  -        175.732 (meters)      576.55  (feet) COMP
 ND0170  MODELED GRAVITY -    980,316.5   (mgal)                       NAVD 88
 ND0170
 ND0170  VERT ORDER      -  FIRST     CLASS II
 ND0170
 ND0170.The positional and height information provided upon this datasheet are not
 ND0170.officially recognized by the Government of Canada, provincial governments
 ND0170.within Canada, nor are they intended to replace or substitute for them.
 ND0170.The intent of sharing this data is to allow access to positions or heights
 ND0170.recognized by the United States Government. Passive control that is used by
 ND0170.both nations may share the same or similar designations or descriptions but
 ND0170.do not share official positions or heights. The 'Station Description' may
 ND0170.originate from a Canadian 'Station Report' and if so contains information
 ND0170.licensed under the 'Open Government License - Canada'.
 ND0170
 ND0170.The horizontal coordinates were scaled from a map and have
 ND0170.an estimated accuracy of +/- 6 seconds.
 ND0170
 ND0170.The orthometric height was determined by differential leveling and
 ND0170.adjusted by the NATIONAL GEODETIC SURVEY
 ND0170.in June 1991.
 ND0170
 ND0170.Significant digits in the geoid height do not necessarily reflect accuracy.
 ND0170
 ND0170.Click photographs - Photos may exist for this station.
 ND0170
 ND0170.The dynamic height is computed by dividing the NAVD 88
 ND0170.geopotential number by the normal gravity value computed on the
 ND0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ND0170.degrees latitude (g = 980.6199 gals.).
 ND0170
 ND0170.The modeled gravity was interpolated from observed gravity values.
 ND0170
 ND0170
 ND0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TMH825232(NAD 83)
 ND0170
 ND0170                          SUPERSEDED SURVEY CONTROL
 ND0170
 ND0170.No superseded survey control is available for this station.
 ND0170
 ND0170_MARKER: DD = SURVEY DISK
 ND0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ND0170_STAMPING: POST 3-59
 ND0170_MARK LOGO: GSC
 ND0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ND0170+STABILITY: SURFACE MOTION
 ND0170
 ND0170  HISTORY     - Date     Condition        Report By
 ND0170  HISTORY     - 1959     MONUMENTED       GSC
 ND0170  HISTORY     - 1980     GOOD             NOSOMA
 ND0170
 ND0170                          STATION DESCRIPTION
 ND0170
 ND0170'DESCRIBED BY NOS OCEANOG + MARINE 1980
 ND0170'IN PORT STANLEY.
 ND0170'THIS BENCH MARK IS AT THE WATER LEVEL MONITORING STATION IN PORT
 ND0170'STANLEY, ONTARIO, CANADA.  HEIGHT ABOVE NAVD88 IS AVAILABLE FROM
 ND0170'GEODETIC SURVEY OF CANADA.  HEIGHT ABOVE IGLD80 IS AVAILABLE FROM THE
 ND0170'CANADIAN HYDROGRAPHIC SERVICE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0995 ***********************************************************************
 TC0995  DESIGNATION -  POUNDER
 TC0995  PID         -  TC0995
 TC0995  STATE/COUNTY-  ON/RAINY RIVER
 TC0995  COUNTRY     -  CANADA
 TC0995  NTS MAPSHEET-  RAINY RIVER (2020)
 TC0995
 TC0995                         *CURRENT SURVEY CONTROL
 TC0995  ______________________________________________________________________
 TC0995* NAD 83(1996) POSITION- 48 43 02.20264(N) 094 34 06.50510(W)   ADJUSTED
 TC0995* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 TC0995  ______________________________________________________________________
 TC0995  GEOID HEIGHT    -        -29.020 (meters)                     EGM08
 TC0995  HORZ ORDER      -  THIRD
 TC0995
 TC0995.The positional and height information provided upon this datasheet are not
 TC0995.officially recognized by the Government of Canada, provincial governments
 TC0995.within Canada, nor are they intended to replace or substitute for them.
 TC0995.The intent of sharing this data is to allow access to positions or heights
 TC0995.recognized by the United States Government. Passive control that is used by
 TC0995.both nations may share the same or similar designations or descriptions but
 TC0995.do not share official positions or heights. The 'Station Description' may
 TC0995.originate from a Canadian 'Station Report' and if so contains information
 TC0995.licensed under the 'Open Government License - Canada'.
 TC0995
 TC0995.The horizontal coordinates were established by classical geodetic methods
 TC0995.and adjusted by the National Geodetic Survey in March 1999.
 TC0995
 TC0995.The orthometric height was scaled from a topographic map.
 TC0995
 TC0995.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0995
 TC0995.Click photographs - Photos may exist for this station.
 TC0995
 TC0995. The following values were computed from the NAD 83(1996) position.
 TC0995
 TC0995;                    North         East     Units Scale Factor Converg.
 TC0995;UTM  15      - 5,397,214.527   384,631.812   MT  0.99976352   -1 10 43.6
 TC0995
 TC0995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0995!UTM  15      -   0.99995340  x   0.99976352  =   0.99971693
 TC0995
 TC0995:                Primary Azimuth Mark                     Grid Az
 TC0995:UTM  15      -  BACHTEL                                  145 31 10.5
 TC0995
 TC0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8463197214(NAD 83)
 TC0995
 TC0995|---------------------------------------------------------------------|
 TC0995| PID    Reference Object                     Distance      Geod. Az  |
 TC0995|                                                           dddmmss.s |
 TC0995| TC0862 CARSON                              303.874 METERS 09333     |
 TC0995| TC0821 BACHTEL                             479.510 METERS 1442026.9 |
 TC0995| TC1186 REF MON 91                          480.026 METERS 1442328.4 |
 TC0995| TC0822 BARABA                              378.524 METERS 18130     |
 TC0995| TC1185 REF MON 90 37                         4.374 METERS 24933     |
 TC0995|---------------------------------------------------------------------|
 TC0995
 TC0995                          SUPERSEDED SURVEY CONTROL
 TC0995
 TC0995  NAD 83(1986)-  48 43 02.18418(N)    094 34 06.50275(W) AD(       ) 3
 TC0995
 TC0995.Superseded values are not recommended for survey control.
 TC0995
 TC0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0995.See file dsdata.pdf to determine how the superseded data were derived.
 TC0995
 TC0995_MARKER: I = METAL ROD
 TC0995_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 TC0995_SP_SET: OBJECT DRIVEN INTO GROUND
 TC0995_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TC0995
 TC0995  HISTORY     - Date     Condition        Report By
 TC0995  HISTORY     - 1914     MONUMENTED       IBC
 TC0995  HISTORY     - 1969     GOOD             IBC
 TC0995
 TC0995                          STATION DESCRIPTION
 TC0995
 TC0995'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC0995'ON THE NORTH BANK OF RAINY RIVER, AT THE FOOT OF FOURTH STREET, IN THE
 TC0995'TOWN OF RAINY RIVER, ONTARIO.  THE STATION IS ABOUT 6 METERS WEST OF
 TC0995'THE CENTER OF THE STREET, 21 METERS FROM THE SHORE END OF THE PIER,
 TC0995'AND 22 METERS FROM THE CORNER OF THE RIVER VIEW HOTEL.
 TC0995'
 TC0995'STATION MARK--A 1 - INCH IRON ROD SET 4 FEET IN THE GROUND, MARKING
 TC0995'TRIANGULATION STATION---POUNDER,---WHICH IS ALSO DEPARTMENT OF PUBLIC
 TC0995'WORKS TRIANGULATION STATION---H,---IS 1.84 METERS EAST OF MONUMENT 90.
 TC0995
 TC0995                          STATION RECOVERY (1969)
 TC0995
 TC0995'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1969 (CJG)
 TC0995'THE STATION (IDENTIFIED AS DPW---H---IN 1914) IS ON N SIDE OF
 TC0995'RAINY RIVER, NEAR FOOT OF FOURTH STREET, RAINY RIVER, ONTARIO.
 TC0995'IT IS IN THE EDGE OF THE ROAD UNDER THE GRAVEL IN THE CURVE ON
 TC0995'SW CORNER OF THE INTERSECTION OF FOURTH ST AND THE STREET ALONG
 TC0995'THE WATERFRONT JUST N OF THE DOCK.  IT IS 4.38 METERS ENE OF
 TC0995'REF MON 90.
 TC0995'STATION MARK IS THE STANDARD DPW MARKER, A 3/4 INCH ROUND IRON ROD,
 TC0995'3 FEET LONG, DRIVEN INTO THE GROUND.  THE TOP 6 INCHES ARE BENT
 TC0995'TOWARD THE MONUMENT AND COVERED BY GRAVEL, SO AS NOT TO OBSTRUCT
 TC0995'TRAFFIC TURNING THE CORNER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1353 ***********************************************************************
 RJ1353  DESIGNATION -  PT LOUISE PLT+024
 RJ1353  PID         -  RJ1353
 RJ1353  STATE/COUNTY-  ON/ALGOMA
 RJ1353  COUNTRY     -  CANADA
 RJ1353  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ1353
 RJ1353                         *CURRENT SURVEY CONTROL
 RJ1353  ______________________________________________________________________
 RJ1353* NAD 83(1986) POSITION- 46 27 50.24154(N) 084 28 22.06636(W)   ADJUSTED
 RJ1353* NAVD 88 ORTHO HEIGHT -   184.1   (meters)      604.    (feet) VERTCON
 RJ1353  ______________________________________________________________________
 RJ1353  GEOID HEIGHT    -        -36.960 (meters)                     EGM08
 RJ1353  HORZ ORDER      -  SECOND
 RJ1353
 RJ1353.The positional and height information provided upon this datasheet are not
 RJ1353.officially recognized by the Government of Canada, provincial governments
 RJ1353.within Canada, nor are they intended to replace or substitute for them.
 RJ1353.The intent of sharing this data is to allow access to positions or heights
 RJ1353.recognized by the United States Government. Passive control that is used by
 RJ1353.both nations may share the same or similar designations or descriptions but
 RJ1353.do not share official positions or heights. The 'Station Description' may
 RJ1353.originate from a Canadian 'Station Report' and if so contains information
 RJ1353.licensed under the 'Open Government License - Canada'.
 RJ1353
 RJ1353.The horizontal coordinates were established by classical geodetic methods
 RJ1353.and adjusted by the National Geodetic Survey in May 1990.
 RJ1353
 RJ1353.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1353
 RJ1353.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1353
 RJ1353.Click photographs - Photos may exist for this station.
 RJ1353
 RJ1353. The following values were computed from the NAD 83(1986) position.
 RJ1353
 RJ1353;                    North         East     Units Scale Factor Converg.
 RJ1353;UTM  16      - 5,148,701.589   694,042.084   MT  1.00006284   +1 49 57.5
 RJ1353
 RJ1353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1353!UTM  16      -   0.99997693  x   1.00006284  =   1.00003977
 RJ1353
 RJ1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9404248701(NAD 83)
 RJ1353
 RJ1353                          SUPERSEDED SURVEY CONTROL
 RJ1353
 RJ1353  NGVD 29 (05/22/90)  184.1    (m)          604.     (f) VERT ANG       
 RJ1353
 RJ1353.Superseded values are not recommended for survey control.
 RJ1353
 RJ1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1353.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1353
 RJ1353_MARKER: DS = TRIANGULATION STATION DISK
 RJ1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1353_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1353+STABILITY: SURFACE MOTION
 RJ1353
 RJ1353  HISTORY     - Date     Condition        Report By
 RJ1353  HISTORY     - 1988     MONUMENTED       USACE
 RJ1353
 RJ1353                          STATION DESCRIPTION
 RJ1353
 RJ1353'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1353'THE STATION IS LOCATED ABOUT 10.1 KM (6.3 MI) WEST-SOUTHWEST OF
 RJ1353'SAULT STE MARIE.
 RJ1353'10.1 KM (6.3 MI) NORTHEAST OF BRIMLEY
 RJ1353'IN SEC 24 TWP OF PARKE DISTRICT OF ALGOMA
 RJ1353'OWNERSHIP--CANADIAN COAST GUARD CENTRAL REGION
 RJ1353'
 RJ1353'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1353'WEST FOR 1.0 KM (0.65 MI) ON RIDGE STREET, TURN LEFT AND GO SOUTH
 RJ1353'FOR 0.3 KM (0.2 MI) ON MERIDIAN STREET TO INTERSECTION OF MERIDIAN
 RJ1353'STREET AND SOUTH STREET, TURN RIGHT AND GO WEST FOR 1.0 KM (0.6 MI)
 RJ1353'ON A GRAVEL ROAD TO ASHMUN BAY BOAT LAUNCH. TRAVEL BY BOAT UPRIVER
 RJ1353'FOR 0.75 HOURS TO A RED AND WHITE NAVIGATION LIGHT (PT. LOUISE)
 RJ1353'AND THE STATION IS IN FRONT.
 RJ1353'
 RJ1353'THE STATION IS A STANDARD COE DISK
 RJ1353'THAT IS ---UNSTAMPED---,
 RJ1353'SET IN A 61 CM (24 IN) LONG BY 10 CM (4 IN) DIAMETER CONCRETE
 RJ1353'CYLINDER.
 RJ1353'
 RJ1353'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0950 ***********************************************************************
 RJ0950  DESIGNATION -  PUMPKIN IBC 1944
 RJ0950  PID         -  RJ0950
 RJ0950  STATE/COUNTY-  ON/ALGOMA
 RJ0950  COUNTRY     -  CANADA
 RJ0950  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ0950
 RJ0950                         *CURRENT SURVEY CONTROL
 RJ0950  ______________________________________________________________________
 RJ0950* NAD 83(1986) POSITION- 46 23 51.11102(N) 084 07 52.96963(W)   ADJUSTED
 RJ0950* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0950  ______________________________________________________________________
 RJ0950  GEOID HEIGHT    -        -37.147 (meters)                     EGM08
 RJ0950  HORZ ORDER      -  THIRD
 RJ0950
 RJ0950.The positional and height information provided upon this datasheet are not
 RJ0950.officially recognized by the Government of Canada, provincial governments
 RJ0950.within Canada, nor are they intended to replace or substitute for them.
 RJ0950.The intent of sharing this data is to allow access to positions or heights
 RJ0950.recognized by the United States Government. Passive control that is used by
 RJ0950.both nations may share the same or similar designations or descriptions but
 RJ0950.do not share official positions or heights. The 'Station Description' may
 RJ0950.originate from a Canadian 'Station Report' and if so contains information
 RJ0950.licensed under the 'Open Government License - Canada'.
 RJ0950
 RJ0950.The horizontal coordinates were established by classical geodetic methods
 RJ0950.and adjusted by the National Geodetic Survey in July 1986.
 RJ0950
 RJ0950.The orthometric height was scaled from a topographic map.
 RJ0950
 RJ0950.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0950
 RJ0950.Click photographs - Photos may exist for this station.
 RJ0950
 RJ0950. The following values were computed from the NAD 83(1986) position.
 RJ0950
 RJ0950;                    North         East     Units Scale Factor Converg.
 RJ0950;UTM  16      - 5,142,216.671   720,523.360   MT  1.00019782   +2 04 41.2
 RJ0950
 RJ0950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0950!UTM  16      -   0.99997823  x   1.00019782  =   1.00017605
 RJ0950
 RJ0950:                Primary Azimuth Mark                     Grid Az
 RJ0950:UTM  16      -  POINT IBC 1944                           165 18 56.9
 RJ0950
 RJ0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2052342216(NAD 83)
 RJ0950
 RJ0950|---------------------------------------------------------------------|
 RJ0950| PID    Reference Object                     Distance      Geod. Az  |
 RJ0950|                                                           dddmmss.s |
 RJ0950| RJ0949 POINT IBC 1944                      APPROX. 0.8 KM 1672338.1 |
 RJ0950|---------------------------------------------------------------------|
 RJ0950
 RJ0950                          SUPERSEDED SURVEY CONTROL
 RJ0950
 RJ0950  NAD 27      -  46 23 51.03400(N)    084 07 52.86700(W) AD(       ) 3
 RJ0950
 RJ0950.Superseded values are not recommended for survey control.
 RJ0950
 RJ0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0950.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0950
 RJ0950_MARKER: H = DRILL HOLE
 RJ0950_SETTING: 80 = SET IN A BOULDER
 RJ0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0950+STABILITY: SURFACE MOTION
 RJ0950
 RJ0950  HISTORY     - Date     Condition        Report By
 RJ0950  HISTORY     - 1944     MONUMENTED       IBC
 RJ0950  HISTORY     - 1958     GOOD             IBC
 RJ0950
 RJ0950                          STATION DESCRIPTION
 RJ0950
 RJ0950'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RJ0950'ON THE SW EDGE OF PUMPKIN POINT, THE MOST PROMINENT POINT ON THE
 RJ0950'CANADIAN (E) SHORE OF LOWER LAKE GEORGE.  THE STATION IS ON A FLAT
 RJ0950'ROCK 5 BY 5 FEET BY 1 FOOT, WHOSE OUTER EDGE IS AT THE WATERS EDGE
 RJ0950'AT HIGH WATER.
 RJ0950'
 RJ0950'STATION MARK IS A DRILL HOLE IN THE ROCK.  REFERENCE MARK 1 IS A DRILL
 RJ0950'HOLE IN A LARGE ROCK 5 BY 3 FEET BY 3 FEET HIGH DIRECTLY INSHORE
 RJ0950'(E) FROM THE STATION A DISTANCE OF 24.01 FEET.
 RJ0950'
 RJ0950'REFERENCE MARK 2 IS A DRILL HOLE IN A LARGE ROCK 4 BY 3 FEET BY 1-1/2
 RJ0950'FEET HIGH, 32.95 FEET SE OF THE STATION, AT THE EDGE OF THE LARGE
 RJ0950'TREES ON THE POINT.
 RJ0950
 RJ0950                          STATION RECOVERY (1958)
 RJ0950
 RJ0950'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0950'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0996 ***********************************************************************
 TC0996  DESIGNATION -  RAFT
 TC0996  PID         -  TC0996
 TC0996  STATE/COUNTY-  ON/RAINY RIVER
 TC0996  COUNTRY     -  CANADA
 TC0996  NTS MAPSHEET-  PINEWOOD (2020)
 TC0996
 TC0996                         *CURRENT SURVEY CONTROL
 TC0996  ______________________________________________________________________
 TC0996* NAD 83(1996) POSITION- 48 40 16.38048(N) 094 15 01.26926(W)   ADJUSTED
 TC0996* NAVD 88 ORTHO HEIGHT -   329.    (meters)     1079.    (feet) SCALED
 TC0996  ______________________________________________________________________
 TC0996  GEOID HEIGHT    -        -29.377 (meters)                     EGM08
 TC0996  HORZ ORDER      -  THIRD
 TC0996
 TC0996.The positional and height information provided upon this datasheet are not
 TC0996.officially recognized by the Government of Canada, provincial governments
 TC0996.within Canada, nor are they intended to replace or substitute for them.
 TC0996.The intent of sharing this data is to allow access to positions or heights
 TC0996.recognized by the United States Government. Passive control that is used by
 TC0996.both nations may share the same or similar designations or descriptions but
 TC0996.do not share official positions or heights. The 'Station Description' may
 TC0996.originate from a Canadian 'Station Report' and if so contains information
 TC0996.licensed under the 'Open Government License - Canada'.
 TC0996
 TC0996.The horizontal coordinates were established by classical geodetic methods
 TC0996.and adjusted by the National Geodetic Survey in March 1999.
 TC0996
 TC0996.The orthometric height was scaled from a topographic map.
 TC0996
 TC0996.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0996
 TC0996.Click photographs - Photos may exist for this station.
 TC0996
 TC0996. The following values were computed from the NAD 83(1996) position.
 TC0996
 TC0996;                    North         East     Units Scale Factor Converg.
 TC0996;UTM  15      - 5,391,661.876   407,946.542   MT  0.99970411   -0 56 20.4
 TC0996
 TC0996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0996!UTM  15      -   0.99995299  x   0.99970411  =   0.99965711
 TC0996
 TC0996:                Primary Azimuth Mark                     Grid Az
 TC0996:UTM  15      -  WAVE                                     194 55 32.8
 TC0996
 TC0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP0794691661(NAD 83)
 TC0996
 TC0996|---------------------------------------------------------------------|
 TC0996| PID    Reference Object                     Distance      Geod. Az  |
 TC0996|                                                           dddmmss.s |
 TC0996| TC0899 EARL                                336.939 METERS 00907     |
 TC0996| TC1251 WAVE                                487.767 METERS 1935912.4 |
 TC0996| TC0889 CUT                                 361.475 METERS 24640     |
 TC0996| TC0949 LOYD                                336.389 METERS 30744     |
 TC0996|---------------------------------------------------------------------|
 TC0996
 TC0996                          SUPERSEDED SURVEY CONTROL
 TC0996
 TC0996  NAD 83(1986)-  48 40 16.36353(N)    094 15 01.26030(W) AD(       ) 3
 TC0996
 TC0996.Superseded values are not recommended for survey control.
 TC0996
 TC0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0996.See file dsdata.pdf to determine how the superseded data were derived.
 TC0996
 TC0996_MARKER: DD = SURVEY DISK
 TC0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0996+STABILITY: SURFACE MOTION
 TC0996
 TC0996  HISTORY     - Date     Condition        Report By
 TC0996  HISTORY     - 1914     MONUMENTED       IBC
 TC0996
 TC0996                          STATION DESCRIPTION
 TC0996
 TC0996'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC0996'ON THE EAST BANK ABOUT ONE - FOURTH MILE EAST BY NORTH OF THE FRONTIER
 TC0996'(MINN) SCHOOLHOUSE.  THE STATION IS ON A BENCH ABOUT 6 METERS ABOVE
 TC0996'AND 9 METERS BACK FROM THE RIVERS EDGE.  IT IS ABOUT 40 METERS NORTH
 TC0996'OF AN OLD PIER.
 TC0996'
 TC0996'STATION MARK--A BRONZE DISK SET IN CONCRETE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1357 ***********************************************************************
 RJ1357  DESIGNATION -  RAINS WHARF C9M 034
 RJ1357  PID         -  RJ1357
 RJ1357  STATE/COUNTY-  ON/ALGOMA
 RJ1357  COUNTRY     -  CANADA
 RJ1357  NTS MAPSHEET-  MUNUSCONG LAKE (2020)
 RJ1357
 RJ1357                         *CURRENT SURVEY CONTROL
 RJ1357  ______________________________________________________________________
 RJ1357* NAD 83(1986) POSITION- 46 14 53.91818(N) 084 06 00.19006(W)   ADJUSTED
 RJ1357* NAVD 88 ORTHO HEIGHT -   177.5   (meters)      582.    (feet) VERTCON
 RJ1357  ______________________________________________________________________
 RJ1357  GEOID HEIGHT    -        -37.043 (meters)                     EGM08
 RJ1357  HORZ ORDER      -  SECOND
 RJ1357
 RJ1357.The positional and height information provided upon this datasheet are not
 RJ1357.officially recognized by the Government of Canada, provincial governments
 RJ1357.within Canada, nor are they intended to replace or substitute for them.
 RJ1357.The intent of sharing this data is to allow access to positions or heights
 RJ1357.recognized by the United States Government. Passive control that is used by
 RJ1357.both nations may share the same or similar designations or descriptions but
 RJ1357.do not share official positions or heights. The 'Station Description' may
 RJ1357.originate from a Canadian 'Station Report' and if so contains information
 RJ1357.licensed under the 'Open Government License - Canada'.
 RJ1357
 RJ1357.The horizontal coordinates were established by classical geodetic methods
 RJ1357.and adjusted by the National Geodetic Survey in May 1990.
 RJ1357
 RJ1357.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1357
 RJ1357.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1357
 RJ1357.Click photographs - Photos may exist for this station.
 RJ1357
 RJ1357. The following values were computed from the NAD 83(1986) position.
 RJ1357
 RJ1357;                    North         East     Units Scale Factor Converg.
 RJ1357;UTM  16      - 5,125,725.162   723,538.981   MT  1.00021430   +2 05 44.2
 RJ1357
 RJ1357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1357!UTM  16      -   0.99997798  x   1.00021430  =   1.00019227
 RJ1357
 RJ1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2353825725(NAD 83)
 RJ1357
 RJ1357                          SUPERSEDED SURVEY CONTROL
 RJ1357
 RJ1357  NGVD 29 (05/22/90)  177.5    (m)          582.     (f) VERT ANG       
 RJ1357
 RJ1357.Superseded values are not recommended for survey control.
 RJ1357
 RJ1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1357.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1357
 RJ1357_MARKER: DS = TRIANGULATION STATION DISK
 RJ1357_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1357+WITH SETTING: INFORMATION.
 RJ1357_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1357
 RJ1357  HISTORY     - Date     Condition        Report By
 RJ1357  HISTORY     - 1988     MONUMENTED       USACE
 RJ1357
 RJ1357                          STATION DESCRIPTION
 RJ1357
 RJ1357'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1357'THE STATION IS LOCATED ABOUT 33.3 KM (20.7 MI) SOUTHEAST OF SAULT STE
 RJ1357'MARIE, 39.1 KM (24.3 MI) EAST OF RUDYARD, 32.4 KM (20.1 MI)
 RJ1357'NORTH-NORTHWEST OF DETOUR VILLAGE, IN PART OF LOT 15, NEEBISH
 RJ1357'CONCESSION, TOWNSHIP OF ST JOSEPH.
 RJ1357'OWNERSHIP---TOWNSHIP OF ST. JOSEPH, ONTARIO, CANADA
 RJ1357'
 RJ1357'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI, GO EAST FOR
 RJ1357'4.4 KM (2.7 MI) ON 15 MILE ROAD TO SCENIC DRIVE, TURN RIGHT AND GO
 RJ1357'SOUTH FOR 6.3 KM (3.9 MI) ON SCENIC DRIVE TO JENS RESORT. TRAVEL BY
 RJ1357'BOAT DOWNRIVER FOR 15 MINUTES TO A POINT OF LAND CALLED WINTERS
 RJ1357'POINT, FROM THIS POINT GO EAST FOR 15 MINUTES TO MUNUSCONG CHANNEL,
 RJ1357'FROM THE MOUTH OF THE CHANNEL, GO UPRIVER FOR 2 MINUTES TO A SMALL
 RJ1357'POINT OF LAND ON THE EAST SIDE OF THE CHANNEL WHERE THE STATION IS
 RJ1357'LOCATED.
 RJ1357'
 RJ1357'THE STATION IS A STANDARD COE DISK,
 RJ1357'THAT IS STAMPED---C9M-034---, SET INTO A COVERED SLEEVE THAT IS
 RJ1357'FLUSH WITH THE GROUND, AND ATTACHED TO AN ALUMINUM ROD
 RJ1357'THAT IS DRIVEN INTO THE GROUND, LOCATED 6.1 METERS (20 FT) INLAND
 RJ1357'FROM THE SHORE AND IS JUST NORTH OF A SMALL BROWN PUMPHOUSE.
 RJ1357'
 RJ1357'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0617 ***********************************************************************
 TC0617  DESIGNATION -  RAINY
 TC0617  PID         -  TC0617
 TC0617  STATE/COUNTY-  ON/RAINY RIVER
 TC0617  COUNTRY     -  CANADA
 TC0617  NTS MAPSHEET-  RAINY RIVER (2020)
 TC0617
 TC0617                         *CURRENT SURVEY CONTROL
 TC0617  ______________________________________________________________________
 TC0617* NAD 83(1996) POSITION- 48 44 02.88844(N) 094 35 32.78875(W)   ADJUSTED
 TC0617* NAVD 88 ORTHO HEIGHT -   338.    (meters)     1109.    (feet) SCALED
 TC0617  ______________________________________________________________________
 TC0617  GEOID HEIGHT    -        -29.036 (meters)                     EGM08
 TC0617  HORZ ORDER      -  FIRST
 TC0617
 TC0617.The positional and height information provided upon this datasheet are not
 TC0617.officially recognized by the Government of Canada, provincial governments
 TC0617.within Canada, nor are they intended to replace or substitute for them.
 TC0617.The intent of sharing this data is to allow access to positions or heights
 TC0617.recognized by the United States Government. Passive control that is used by
 TC0617.both nations may share the same or similar designations or descriptions but
 TC0617.do not share official positions or heights. The 'Station Description' may
 TC0617.originate from a Canadian 'Station Report' and if so contains information
 TC0617.licensed under the 'Open Government License - Canada'.
 TC0617
 TC0617.The horizontal coordinates were established by classical geodetic methods
 TC0617.and adjusted by the National Geodetic Survey in March 1999.
 TC0617
 TC0617.The orthometric height was scaled from a topographic map.
 TC0617
 TC0617.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0617
 TC0617.Click photographs - Photos may exist for this station.
 TC0617
 TC0617. The following values were computed from the NAD 83(1996) position.
 TC0617
 TC0617;                    North         East     Units Scale Factor Converg.
 TC0617;UTM  15      - 5,399,124.826   382,908.090   MT  0.99976844   -1 11 49.6
 TC0617
 TC0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0617!UTM  15      -   0.99995152  x   0.99976844  =   0.99971997
 TC0617
 TC0617:                Primary Azimuth Mark                     Grid Az
 TC0617:UTM  15      -  BROOKS                                   144 06 03.8
 TC0617
 TC0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8290899124(NAD 83)
 TC0617
 TC0617|---------------------------------------------------------------------|
 TC0617| PID    Reference Object                     Distance      Geod. Az  |
 TC0617|                                                           dddmmss.s |
 TC0617| TC0851 BROOKS                              APPROX. 2.2 KM 1425414.2 |
 TC0617|---------------------------------------------------------------------|
 TC0617
 TC0617                          SUPERSEDED SURVEY CONTROL
 TC0617
 TC0617  NAD 83(1986)-  48 44 02.86709(N)    094 35 32.78314(W) AD(       ) 1
 TC0617
 TC0617.Superseded values are not recommended for survey control.
 TC0617
 TC0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0617.See file dsdata.pdf to determine how the superseded data were derived.
 TC0617
 TC0617_MARKER: Z = SEE DESCRIPTION
 TC0617_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 TC0617_SP_SET: OBJECT DRIVEN INTO GROUND
 TC0617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TC0617
 TC0617  HISTORY     - Date     Condition        Report By
 TC0617  HISTORY     - 1913     MONUMENTED       IBC
 TC0617  HISTORY     - 1961     GOOD             IBC
 TC0617
 TC0617                          STATION DESCRIPTION
 TC0617
 TC0617'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (CHS)
 TC0617'ON THE NORTH SHORE OF RAINY RIVER ABOUT 1-1/8 MILES NORTH OF THE MOUTH
 TC0617'OF BAUDETTE RIVER, AND 1-1/4 MILES NORTHWEST OF THE TOWN OF RAINY
 TC0617'RIVER, ONTARIO.  THE STATION IS ON A GRAVEL RIDGE ABOUT 450 METERS
 TC0617'WEST OF A NORTH - AND - SOUTH ROAD AND 30 METERS SOUTH OF AN
 TC0617'EAST - AND - WEST ROAD IN SECTION 33, ATWOOD TOWNSHIP.
 TC0617'
 TC0617'STATION MARK--A WOODEN STAKE.  SUBSURFACE MARK IS A BRONZE DISK SET IN
 TC0617'CONCRETE 2 FEET BELOW THE SURFACE.  A 55 - FOOT TOWER WAS BUILT OVER
 TC0617'THE STATION.
 TC0617
 TC0617                          STATION RECOVERY (1961)
 TC0617
 TC0617'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1961 (WRH)
 TC0617'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TB0862 ***********************************************************************
 TB0862  DESIGNATION -  RAINY LAKE 14 RANEY
 TB0862  PID         -  TB0862
 TB0862  STATE/COUNTY-  ON/RAINY RIVER
 TB0862  COUNTRY     -  CANADA
 TB0862  NTS MAPSHEET-  FORT FRANCES (2020)
 TB0862
 TB0862                         *CURRENT SURVEY CONTROL
 TB0862  ______________________________________________________________________
 TB0862* NAD 83(1996) POSITION- 48 37 56.64572(N) 093 11 11.47466(W)   ADJUSTED
 TB0862* NAVD 88 ORTHO HEIGHT -   338.    (meters)     1109.    (feet) SCALED
 TB0862  ______________________________________________________________________
 TB0862  GEOID HEIGHT    -        -31.140 (meters)                     EGM08
 TB0862  HORZ ORDER      -  SECOND
 TB0862
 TB0862.The positional and height information provided upon this datasheet are not
 TB0862.officially recognized by the Government of Canada, provincial governments
 TB0862.within Canada, nor are they intended to replace or substitute for them.
 TB0862.The intent of sharing this data is to allow access to positions or heights
 TB0862.recognized by the United States Government. Passive control that is used by
 TB0862.both nations may share the same or similar designations or descriptions but
 TB0862.do not share official positions or heights. The 'Station Description' may
 TB0862.originate from a Canadian 'Station Report' and if so contains information
 TB0862.licensed under the 'Open Government License - Canada'.
 TB0862
 TB0862.The horizontal coordinates were established by classical geodetic methods
 TB0862.and adjusted by the National Geodetic Survey in March 1999.
 TB0862
 TB0862.The orthometric height was scaled from a topographic map.
 TB0862
 TB0862.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB0862
 TB0862.Click photographs - Photos may exist for this station.
 TB0862
 TB0862. The following values were computed from the NAD 83(1996) position.
 TB0862
 TB0862;                    North         East     Units Scale Factor Converg.
 TB0862;UTM  15      - 5,386,609.707   486,257.291   MT  0.99960232   -0 08 23.9
 TB0862
 TB0862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TB0862!UTM  15      -   0.99995185  x   0.99960232  =   0.99955419
 TB0862
 TB0862:                Primary Azimuth Mark                     Grid Az
 TB0862:UTM  15      -  BLACK BAY FIRE TOWER                     165 39 37.7
 TB0862
 TB0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP8625786609(NAD 83)
 TB0862
 TB0862|---------------------------------------------------------------------|
 TB0862| PID    Reference Object                     Distance      Geod. Az  |
 TB0862|                                                           dddmmss.s |
 TB0862| CO8168 RAINY LAKE 14 RANEY RM                9.963 METERS 03943     |
 TB0862| TB0856 BLACK BAY FIRE TOWER                APPROX. 3.8 KM 1653113.8 |
 TB0862| CO8169 RAINY LAKE 14 RANEY RM 2              6.235 METERS 31332     |
 TB0862|---------------------------------------------------------------------|
 TB0862
 TB0862                          SUPERSEDED SURVEY CONTROL
 TB0862
 TB0862  NAD 83(1986)-  48 37 56.63087(N)    093 11 11.49077(W) AD(       ) 2
 TB0862  NAD 27      -  48 37 56.88947(N)    093 11 10.99469(W) AD(       ) 2
 TB0862  USSD        -  48 37 57.40800(N)    093 11 10.60900(W) AD(       ) 3
 TB0862
 TB0862.Superseded values are not recommended for survey control.
 TB0862
 TB0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0862.See file dsdata.pdf to determine how the superseded data were derived.
 TB0862
 TB0862
 TB0862  HISTORY     - Date     Condition        Report By
 TB0862  HISTORY     - 1913     MONUMENTED       CGS
 TB0862  HISTORY     - 1923     GOOD             CGS
 TB0862  HISTORY     - 1925     GOOD             CGS
 TB0862  HISTORY     - 1967     GOOD             CGS
 TB0862
 TB0862                          STATION DESCRIPTION
 TB0862
 TB0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (CMD)
 TB0862'STATION WAS RECOVERED.
 TB0862
 TB0862                          STATION RECOVERY (1925)
 TB0862
 TB0862'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1925
 TB0862'ABOUT 8 MILES EAST OF RANIER, ON RAINY LAKE, ON SOUTH END
 TB0862'OF SMALL ISLAND 1 MILE DUE SOUTH OF DUNSMOORE ISLAND, ON FIRST
 TB0862'ISLAND NORTH OF NARROWS BETWEEN RED SUCKER ISLAND AND RED PINE
 TB0862'ISLAND, ON NARROW ROCKY POINT ABOUT 1.5 METERS (5 FEET) ABOVE
 TB0862'LAKE LEVEL, 8 METERS (26 FEET) FROM END OF POINT, AND 2.5
 TB0862'METERS (8 FEET) FROM SHORE ON EITHER SIDE.  MARKED BY
 TB0862'STANDARD BRONZE DISK OF INTERNATIONAL BOUNDARY COMMISSION
 TB0862'IN LEDGE ROCK.  REFERENCE MARK IS STANDARD REFERENCE DISK IN
 TB0862'ROCK, 10.00 METERS (32.8 FEET) FROM STATION.
 TB0862
 TB0862                          STATION RECOVERY (1967)
 TB0862
 TB0862'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LMC)
 TB0862'STATION MARK AND REFERENCE MARK WERE RECOVERED AND FOUND
 TB0862'IN GOOD CONDITION.  REFERENCE MARK 2 WAS ESTABLISHED AT
 TB0862'THIS TIME.  DUE TO VARIOUS REASONS, A COMPLETE NEW DESCRIPTION
 TB0862'FOLLOWS--
 TB0862'
 TB0862'STATION IS LOCATED ABOUT 8 MILES EAST OF RANIER, MINNESOTA,
 TB0862'U.S.A., 10-1/2 MILES EAST-NORTHEAST OF INTERNATIONAL FALLS,
 TB0862'MINNESOTA, U.S.A., 8-1/2 MILES EAST OF FORT FRANCES, ON
 TB0862'RAINY LAKE, ON SOUTH END OF A SMALL ISLAND 1 MILE DUE SOUTH
 TB0862'OF DUNSMOORE ISLAND, ON FIRST ISLAND NORTH OF NARROWS BETWEEN
 TB0862'RED SUCKER ISLAND AND RED PINE ISLAND.
 TB0862'
 TB0862'STATION MARK, IS A STANDARD BRONZE DISK OF THE INTERNATIONAL
 TB0862'BOUNDARY COMMISSION INSCRIBED U.S. AND C.S. SURVEY IS CEMENTED
 TB0862'IN A DRILL HOLE IN BEDROCK WHICH IS 5 FEET HIGHER IN ELEVATION
 TB0862'THAN THE WATER LEVEL.  IT IS 26 FEET EAST OF THE END OF
 TB0862'POINT AND 12.8 FEET EAST OF A LARGE IRON RING AND EYE DRILLED
 TB0862'INTO THE ROCK.
 TB0862'
 TB0862'R.M., STAMPED RANEY 1923, IS CEMENTED IN A DRILL HOLE IN
 TB0862'BEDROCK.  IT IS 45.6 FEET EAST OF THE LARGE IRON RING AND
 TB0862'8 FEET HIGHER IN ELEVATION THAN THE WATER LEVEL.
 TB0862'
 TB0862'R.M. 2, STAMPED RANEY NO 2 1923 1967, IS CEMENTED IN A DRILL
 TB0862'HOLE IN BEDROCK.  IT IS 25.2 FEET NORTH OF THE LARGE IRON
 TB0862'RING, 4 FEET SOUTHEAST OF THE NORTHWEST EDGE OF WATER, 3
 TB0862'FEET LOWER IN ELEVATION THAN STATION AND 2 FEET HIGHER THAN
 TB0862'ELEVATION OF WATER.
 TB0862'
 TB0862'NOTICE--NO AZIMUTH MARK WAS ESTABLISHED.  BLACK BAY FIRE
 TB0862'TOWER OR CHANNEL LIGHT CAN BE USED.
 TB0862'
 TB0862'NOTE--STATION CAN BE REACHED BY SEA PLANE OR BOAT.
 TB0862'
 TB0862'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TB0862'
 TB0862'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES EAST
 TB0862'OF RANIER, MINN. U.S.A.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0999 ***********************************************************************
 TC0999  DESIGNATION -  RAY
 TC0999  PID         -  TC0999
 TC0999  STATE/COUNTY-  ON/RAINY RIVER
 TC0999  COUNTRY     -  CANADA
 TC0999  NTS MAPSHEET-  PINEWOOD (2020)
 TC0999
 TC0999                         *CURRENT SURVEY CONTROL
 TC0999  ______________________________________________________________________
 TC0999* NAD 83(1996) POSITION- 48 41 53.28915(N) 094 28 15.48375(W)   ADJUSTED
 TC0999* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 TC0999  ______________________________________________________________________
 TC0999  GEOID HEIGHT    -        -29.090 (meters)                     EGM08
 TC0999  HORZ ORDER      -  THIRD
 TC0999
 TC0999.The positional and height information provided upon this datasheet are not
 TC0999.officially recognized by the Government of Canada, provincial governments
 TC0999.within Canada, nor are they intended to replace or substitute for them.
 TC0999.The intent of sharing this data is to allow access to positions or heights
 TC0999.recognized by the United States Government. Passive control that is used by
 TC0999.both nations may share the same or similar designations or descriptions but
 TC0999.do not share official positions or heights. The 'Station Description' may
 TC0999.originate from a Canadian 'Station Report' and if so contains information
 TC0999.licensed under the 'Open Government License - Canada'.
 TC0999
 TC0999.The horizontal coordinates were established by classical geodetic methods
 TC0999.and adjusted by the National Geodetic Survey in March 1999.
 TC0999
 TC0999.The orthometric height was scaled from a topographic map.
 TC0999
 TC0999.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0999
 TC0999.Click photographs - Photos may exist for this station.
 TC0999
 TC0999. The following values were computed from the NAD 83(1996) position.
 TC0999
 TC0999;                    North         East     Units Scale Factor Converg.
 TC0999;UTM  15      - 5,394,943.748   391,762.543   MT  0.99974393   -1 06 18.6
 TC0999
 TC0999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0999!UTM  15      -   0.99995342  x   0.99974393  =   0.99969736
 TC0999
 TC0999:                Primary Azimuth Mark                     Grid Az
 TC0999:UTM  15      -  BUFFY                                    104 52 22.6
 TC0999
 TC0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP9176294943(NAD 83)
 TC0999
 TC0999|---------------------------------------------------------------------|
 TC0999| PID    Reference Object                     Distance      Geod. Az  |
 TC0999|                                                           dddmmss.s |
 TC0999| TC0853 BUFFY                               APPROX. 0.6 KM 1034604.0 |
 TC0999| TC1213 SOLID                               329.924 METERS 17305     |
 TC0999|---------------------------------------------------------------------|
 TC0999
 TC0999                          SUPERSEDED SURVEY CONTROL
 TC0999
 TC0999  NAD 83(1986)-  48 41 53.27001(N)    094 28 15.47718(W) AD(       ) 3
 TC0999
 TC0999.Superseded values are not recommended for survey control.
 TC0999
 TC0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0999.See file dsdata.pdf to determine how the superseded data were derived.
 TC0999
 TC0999_MARKER: X = CHISELED CROSS
 TC0999_SETTING: 80 = SET IN A BOULDER
 TC0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0999+STABILITY: SURFACE MOTION
 TC0999
 TC0999  HISTORY     - Date     Condition        Report By
 TC0999  HISTORY     - 1914     MONUMENTED       IBC
 TC0999
 TC0999                          STATION DESCRIPTION
 TC0999
 TC0999'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC0999'ON THE NORTH BANK OF RAINY RIVER, ABOUT 1-5/8 MILES WEST OF
 TC0999'CLEMENTSON, MINN.  THE STATION IS IN A HAY FIELD ABOUT 3 METERS ABOVE
 TC0999'AND 15 METERS BACK FROM THE RIVERS EDGE, 38 METERS EAST OF AN OLD PIER
 TC0999'AND ABOUT 100 METERS SOUTH OF A LARGE BARN.
 TC0999'
 TC0999'STATION MARK--A CROSS CUT IN A STONE.  SUBSURFACE MARK IS A BALL OF
 TC0999'WIRE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0546 ***********************************************************************
 TC0546  DESIGNATION -  REDDY
 TC0546  PID         -  TC0546
 TC0546  STATE/COUNTY-  ON/RAINY RIVER
 TC0546  COUNTRY     -  CANADA
 TC0546  NTS MAPSHEET-  PINEWOOD (2020)
 TC0546
 TC0546                         *CURRENT SURVEY CONTROL
 TC0546  ______________________________________________________________________
 TC0546* NAD 83(1996) POSITION- 48 43 06.26411(N) 094 19 46.74536(W)   ADJUSTED
 TC0546* NAVD 88 ORTHO HEIGHT -   332.    (meters)     1089.    (feet) SCALED
 TC0546  ______________________________________________________________________
 TC0546  GEOID HEIGHT    -        -29.323 (meters)                     EGM08
 TC0546  HORZ ORDER      -  SECOND
 TC0546
 TC0546.The positional and height information provided upon this datasheet are not
 TC0546.officially recognized by the Government of Canada, provincial governments
 TC0546.within Canada, nor are they intended to replace or substitute for them.
 TC0546.The intent of sharing this data is to allow access to positions or heights
 TC0546.recognized by the United States Government. Passive control that is used by
 TC0546.both nations may share the same or similar designations or descriptions but
 TC0546.do not share official positions or heights. The 'Station Description' may
 TC0546.originate from a Canadian 'Station Report' and if so contains information
 TC0546.licensed under the 'Open Government License - Canada'.
 TC0546
 TC0546.The horizontal coordinates were established by classical geodetic methods
 TC0546.and adjusted by the National Geodetic Survey in March 1999.
 TC0546
 TC0546.The orthometric height was scaled from a topographic map.
 TC0546
 TC0546.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0546
 TC0546.Click photographs - Photos may exist for this station.
 TC0546
 TC0546. The following values were computed from the NAD 83(1996) position.
 TC0546
 TC0546;                    North         East     Units Scale Factor Converg.
 TC0546;UTM  15      - 5,397,006.015   402,199.986   MT  0.99971751   -0 59 57.4
 TC0546
 TC0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0546!UTM  15      -   0.99995251  x   0.99971751  =   0.99967003
 TC0546
 TC0546:                Primary Azimuth Mark                     Grid Az
 TC0546:UTM  15      -  HENRI RESET                              288 15 42.2
 TC0546
 TC0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP0219997006(NAD 83)
 TC0546
 TC0546|---------------------------------------------------------------------|
 TC0546| PID    Reference Object                     Distance      Geod. Az  |
 TC0546|                                                           dddmmss.s |
 TC0546| CO8190 REDDY RM                             16.380 METERS 00530     |
 TC0546| TC0545 HENRI RESET                         APPROX. 1.6 KM 2871544.8 |
 TC0546|---------------------------------------------------------------------|
 TC0546
 TC0546                          SUPERSEDED SURVEY CONTROL
 TC0546
 TC0546  NAD 83(1986)-  48 43 06.24801(N)    094 19 46.74372(W) AD(       ) 2
 TC0546  NAD 27      -  48 43 06.36856(N)    094 19 46.05494(W) AD(       ) 2
 TC0546  USSD        -  48 43 07.01400(N)    094 19 45.72600(W) AD(       ) 3
 TC0546
 TC0546.Superseded values are not recommended for survey control.
 TC0546
 TC0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0546.See file dsdata.pdf to determine how the superseded data were derived.
 TC0546
 TC0546
 TC0546  HISTORY     - Date     Condition        Report By
 TC0546  HISTORY     - 1923     MONUMENTED       CGS
 TC0546  HISTORY     - 1925     GOOD             CGS
 TC0546  HISTORY     - 1969     MARK NOT FOUND   IBC
 TC0546
 TC0546                          STATION DESCRIPTION
 TC0546
 TC0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 TC0546'ABOUT 1-1/2 MILES WEST OF PINEWOOD, 1,071 METERS (3,514 FEET) EAST
 TC0546'OF MILEPOST 133 OF CANADIAN NATIONAL RAILWAY, AND 7.353 METERS
 TC0546'(24.12 FEET) SOUTH OF SOUTH RAIL.  SURFACE AND UNDERGROUND MARKS
 TC0546'ARE STANDARD STATION DISKS IN CONCRETE.
 TC0546'REFERENCE MARK IS STANDARD REFERENCE DISK IN CONCRETE,
 TC0546'16.38 METERS (53.7 FEET) FROM STATION N 05 DEG 30 MIN E.
 TC0546
 TC0546                          STATION RECOVERY (1969)
 TC0546
 TC0546'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1969 (CWB)
 TC0546'NOT RECOVERED.  A SEARCH WAS MADE AT THE DESCRIBED STATION SITE
 TC0546'AND NEITHER THE STATION MARK OR THE REFERENCE MARK WAS FOUND.
 TC0546'
 TC0546'IT IS POSSIBLE THE SURFACE MARK AND REFERENCE MARK HAVE BEEN
 TC0546'DESTROYED DUE TO GRADING AND FILL ALONG RAIL ROAD BED.  SUBSURFACE
 TC0546'MARK POSSIBLY IS ALRIGHT.
 TC0546'
 TC0546'AN I.B.C. TRAVERSE STATION REDDY 2 - 1969 WAS PLACED ON THE SOUTH
 TC0546'SIDE OF THE TRACKS IN THE GENERAL AREA, TO TIE ITS RIVER TRAVERSE
 TC0546'TO THIS SURVEY.
 TC0546'
 TC0546'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/3 MILES WEST
 TC0546'OF PINEWOOD, ONTARIO, CANADA.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 QJ0215 ***********************************************************************
 QJ0215  DESIGNATION -  REF MON 1 IBC ECC 1944
 QJ0215  PID         -  QJ0215
 QJ0215  STATE/COUNTY-  ON/MANITOULIN
 QJ0215  COUNTRY     -  CANADA
 QJ0215  NTS MAPSHEET-  MELDRUM BAY (2020)
 QJ0215
 QJ0215                         *CURRENT SURVEY CONTROL
 QJ0215  ______________________________________________________________________
 QJ0215* NAD 83(1986) POSITION- 45 54 23.17810(N) 083 29 20.80235(W)   ADJUSTED
 QJ0215* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 QJ0215  ______________________________________________________________________
 QJ0215  GEOID HEIGHT    -        -37.700 (meters)                     EGM08
 QJ0215  HORZ ORDER      -  THIRD
 QJ0215
 QJ0215.The positional and height information provided upon this datasheet are not
 QJ0215.officially recognized by the Government of Canada, provincial governments
 QJ0215.within Canada, nor are they intended to replace or substitute for them.
 QJ0215.The intent of sharing this data is to allow access to positions or heights
 QJ0215.recognized by the United States Government. Passive control that is used by
 QJ0215.both nations may share the same or similar designations or descriptions but
 QJ0215.do not share official positions or heights. The 'Station Description' may
 QJ0215.originate from a Canadian 'Station Report' and if so contains information
 QJ0215.licensed under the 'Open Government License - Canada'.
 QJ0215
 QJ0215.The horizontal coordinates were established by classical geodetic methods
 QJ0215.and adjusted by the National Geodetic Survey in July 1986.
 QJ0215
 QJ0215.The orthometric height was scaled from a topographic map.
 QJ0215
 QJ0215.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0215
 QJ0215.Click photographs - Photos may exist for this station.
 QJ0215
 QJ0215. The following values were computed from the NAD 83(1986) position.
 QJ0215
 QJ0215;                    North         East     Units Scale Factor Converg.
 QJ0215;UTM  17      - 5,086,665.025   306,939.560   MT  1.00005823   -1 47 17.7
 QJ0215
 QJ0215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0215!UTM  17      -   0.99997832  x   1.00005823  =   1.00003655
 QJ0215
 QJ0215:                Primary Azimuth Mark                     Grid Az
 QJ0215:UTM  17      -  PASS                                     329 06 20.3
 QJ0215
 QJ0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL0693986665(NAD 83)
 QJ0215
 QJ0215|---------------------------------------------------------------------|
 QJ0215| PID    Reference Object                     Distance      Geod. Az  |
 QJ0215|                                                           dddmmss.s |
 QJ0215| QJ0214 REF MON 1 IWC 1911                   16.184 METERS 12853     |
 QJ0215| QJ0320 PASS                                APPROX. 3.1 KM 3271902.6 |
 QJ0215|---------------------------------------------------------------------|
 QJ0215
 QJ0215                          SUPERSEDED SURVEY CONTROL
 QJ0215
 QJ0215  NAD 27      -  45 54 23.11800(N)    083 29 20.82900(W) AD(       ) 3
 QJ0215
 QJ0215.Superseded values are not recommended for survey control.
 QJ0215
 QJ0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0215.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0215
 QJ0215_MARKER: H = DRILL HOLE
 QJ0215_SETTING: 80 = SET IN A BOULDER
 QJ0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0215+STABILITY: SURFACE MOTION
 QJ0215
 QJ0215  HISTORY     - Date     Condition        Report By
 QJ0215  HISTORY     - 1944     MONUMENTED       IBC
 QJ0215
 QJ0215                          STATION DESCRIPTION
 QJ0215
 QJ0215'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 QJ0215'ON THE LONG ROCKY POINT EXTENDING NW FROM THE EXTREME SW CORNER OF
 QJ0215'COCKBURN ISLAND.  ON THE BEACH ON THE W SIDE OF THE POINT, 12 FEET
 QJ0215'FROM THE WATER TO THE W, AND 15 FEET FROM THE WATER TO THE N.
 QJ0215'
 QJ0215'STATION MARK IS A SHALLOW DRILL HOLE IN A REDDISH GRAY SANDSTONE
 QJ0215'ROCK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 QJ0214 ***********************************************************************
 QJ0214  DESIGNATION -  REF MON 1 IWC 1911
 QJ0214  PID         -  QJ0214
 QJ0214  STATE/COUNTY-  ON/MANITOULIN
 QJ0214  COUNTRY     -  CANADA
 QJ0214  NTS MAPSHEET-  MELDRUM BAY (2020)
 QJ0214
 QJ0214                         *CURRENT SURVEY CONTROL
 QJ0214  ______________________________________________________________________
 QJ0214* NAD 83(1986) POSITION- 45 54 22.84906(N) 083 29 20.21787(W)   ADJUSTED
 QJ0214* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 QJ0214  ______________________________________________________________________
 QJ0214  GEOID HEIGHT    -        -37.700 (meters)                     EGM08
 QJ0214  HORZ ORDER      -  THIRD
 QJ0214
 QJ0214.The positional and height information provided upon this datasheet are not
 QJ0214.officially recognized by the Government of Canada, provincial governments
 QJ0214.within Canada, nor are they intended to replace or substitute for them.
 QJ0214.The intent of sharing this data is to allow access to positions or heights
 QJ0214.recognized by the United States Government. Passive control that is used by
 QJ0214.both nations may share the same or similar designations or descriptions but
 QJ0214.do not share official positions or heights. The 'Station Description' may
 QJ0214.originate from a Canadian 'Station Report' and if so contains information
 QJ0214.licensed under the 'Open Government License - Canada'.
 QJ0214
 QJ0214.The horizontal coordinates were established by classical geodetic methods
 QJ0214.and adjusted by the National Geodetic Survey in July 1986.
 QJ0214
 QJ0214.The orthometric height was scaled from a topographic map.
 QJ0214
 QJ0214.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0214
 QJ0214.Click photographs - Photos may exist for this station.
 QJ0214
 QJ0214. The following values were computed from the NAD 83(1986) position.
 QJ0214
 QJ0214;                    North         East     Units Scale Factor Converg.
 QJ0214;UTM  17      - 5,086,654.477   306,951.835   MT  1.00005817   -1 47 17.2
 QJ0214
 QJ0214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0214!UTM  17      -   0.99997832  x   1.00005817  =   1.00003649
 QJ0214
 QJ0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL0695186654(NAD 83)
 QJ0214
 QJ0214                          SUPERSEDED SURVEY CONTROL
 QJ0214
 QJ0214  NAD 27      -  45 54 22.78900(N)    083 29 20.24500(W) AD(       ) 3
 QJ0214
 QJ0214.Superseded values are not recommended for survey control.
 QJ0214
 QJ0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0214.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0214
 QJ0214_MARKER: Z = SEE DESCRIPTION
 QJ0214_SETTING: 0 = UNSPECIFIED SETTING
 QJ0214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0214
 QJ0214  HISTORY     - Date     Condition        Report By
 QJ0214  HISTORY     - 1911     MONUMENTED       IWC
 QJ0214  HISTORY     - 1976     GOOD             IBC
 QJ0214
 QJ0214                          STATION DESCRIPTION
 QJ0214
 QJ0214'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1911
 QJ0214'ON A LONG, SHARP, ROCKY POINT EXTENDING NW FROM THE EXTREME SW CORNER
 QJ0214'OF COCKBURN ISLAND.  IT IS IN THICK WOODS, ABOUT 70 FEET INSHORE
 QJ0214'FROM THE TIP OF THE POINT, AND 50 FEET FROM THE WATER ON EITHER SIDE
 QJ0214'OF THE POINT.  IT WAS FOUND IN EXCELLENT CONDITION.  EITHER BY
 QJ0214'CONSIDERABLE CUTTING OR THE USE OF THE ECCENTRIC STATION, IT CAN BE
 QJ0214'SEEN FROM REFERENCE MONUMENT 2 AND MARKED STATIONS PASS, FALSE, AND
 QJ0214'HEAD.
 QJ0214
 QJ0214                          STATION RECOVERY (1976)
 QJ0214
 QJ0214'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (FXP)
 QJ0214'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RH0054 ***********************************************************************
 RH0054  DESIGNATION -  REF MON 10 IWC 1911
 RH0054  PID         -  RH0054
 RH0054  STATE/COUNTY-  ON/ALGOMA
 RH0054  COUNTRY     -  CANADA
 RH0054  NTS MAPSHEET-  JOSEPH ISLAND (2020)
 RH0054
 RH0054                         *CURRENT SURVEY CONTROL
 RH0054  ______________________________________________________________________
 RH0054* NAD 83(1986) POSITION- 46 05 59.22478(N) 083 58 43.14797(W)   ADJUSTED
 RH0054* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RH0054  ______________________________________________________________________
 RH0054  GEOID HEIGHT    -        -37.142 (meters)                     EGM08
 RH0054  HORZ ORDER      -  THIRD
 RH0054
 RH0054.The positional and height information provided upon this datasheet are not
 RH0054.officially recognized by the Government of Canada, provincial governments
 RH0054.within Canada, nor are they intended to replace or substitute for them.
 RH0054.The intent of sharing this data is to allow access to positions or heights
 RH0054.recognized by the United States Government. Passive control that is used by
 RH0054.both nations may share the same or similar designations or descriptions but
 RH0054.do not share official positions or heights. The 'Station Description' may
 RH0054.originate from a Canadian 'Station Report' and if so contains information
 RH0054.licensed under the 'Open Government License - Canada'.
 RH0054
 RH0054.The horizontal coordinates were established by classical geodetic methods
 RH0054.and adjusted by the National Geodetic Survey in July 1986.
 RH0054
 RH0054.The orthometric height was scaled from a topographic map.
 RH0054
 RH0054.Significant digits in the geoid height do not necessarily reflect accuracy.
 RH0054
 RH0054.Click photographs - Photos may exist for this station.
 RH0054
 RH0054. The following values were computed from the NAD 83(1986) position.
 RH0054
 RH0054;                    North         East     Units Scale Factor Converg.
 RH0054;UTM  17      - 5,109,448.309   269,774.888   MT  1.00025163   -2 08 49.9
 RH0054;UTM  16      - 5,109,572.921   733,525.011   MT  1.00027044   +2 10 40.8
 RH0054
 RH0054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0054!UTM  17      -   0.99997823  x   1.00025163  =   1.00022985
 RH0054!UTM  16      -   0.99997823  x   1.00027044  =   1.00024866
 RH0054
 RH0054:                Primary Azimuth Mark                     Grid Az
 RH0054:UTM  17      -  209                                      247 25 44.5
 RH0054:UTM  16      -  209                                      243 06 13.8
 RH0054
 RH0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM6977409448(NAD 83)
 RH0054
 RH0054|---------------------------------------------------------------------|
 RH0054| PID    Reference Object                     Distance      Geod. Az  |
 RH0054|                                                           dddmmss.s |
 RH0054| RH0056 209                                 APPROX. 1.4 KM 2451654.6 |
 RH0054|---------------------------------------------------------------------|
 RH0054
 RH0054                          SUPERSEDED SURVEY CONTROL
 RH0054
 RH0054  NAD 27      -  46 05 59.16100(N)    083 58 43.08700(W) AD(       ) 3
 RH0054
 RH0054.Superseded values are not recommended for survey control.
 RH0054
 RH0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0054.See file dsdata.pdf to determine how the superseded data were derived.
 RH0054
 RH0054_MARKER: Z = SEE DESCRIPTION
 RH0054_SETTING: 0 = UNSPECIFIED SETTING
 RH0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RH0054
 RH0054  HISTORY     - Date     Condition        Report By
 RH0054  HISTORY     - 1911     MONUMENTED       IWC
 RH0054  HISTORY     - 1976     GOOD             IBC
 RH0054
 RH0054                          STATION DESCRIPTION
 RH0054
 RH0054'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1911
 RH0054'ON EDWARD ISLAND IN THE CHANNEL BETWEEN LIME ISLAND AND ST JOSEPH
 RH0054'ISLAND, AND 8 MILES NW OF DETOUR, MICHICAN.  IT IS ON THE W SIDE OF
 RH0054'THE ISLAND, IN THE EDGE OF THE CEDAR GROVE.  IT IS ABOUT 30 FEET TO
 RH0054'THE WATER W OF THE STATION AND 100 FEET N TO THE NW CORNER OF THE
 RH0054'ISLAND.  IT IS ABOUT 3 FEET ABOVE THE WATER AND IS IN GOOD CONDITION.
 RH0054'
 RH0054'FROM THIS STATION, THE FOLLOWING MARKED TRIANGULATION STATIONS ARE
 RH0054'VISIBLE--208 (U S L S), 209 (U S L S), POINT AUX FRENES (U S L S),
 RH0054'AND REFERENCE MONUMENT 11.
 RH0054
 RH0054                          STATION RECOVERY (1976)
 RH0054
 RH0054'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (FXP)
 RH0054'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0984 ***********************************************************************
 RJ0984  DESIGNATION -  REF MON 11 IWC 1911
 RJ0984  PID         -  RJ0984
 RJ0984  STATE/COUNTY-  ON/ALGOMA
 RJ0984  COUNTRY     -  CANADA
 RJ0984  NTS MAPSHEET-  MUNUSCONG LAKE (2020)
 RJ0984
 RJ0984                         *CURRENT SURVEY CONTROL
 RJ0984  ______________________________________________________________________
 RJ0984* NAD 83(1986) POSITION- 46 07 14.97031(N) 084 00 03.04291(W)   ADJUSTED
 RJ0984* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0984  ______________________________________________________________________
 RJ0984  GEOID HEIGHT    -        -37.113 (meters)                     EGM08
 RJ0984  HORZ ORDER      -  THIRD
 RJ0984
 RJ0984.The positional and height information provided upon this datasheet are not
 RJ0984.officially recognized by the Government of Canada, provincial governments
 RJ0984.within Canada, nor are they intended to replace or substitute for them.
 RJ0984.The intent of sharing this data is to allow access to positions or heights
 RJ0984.recognized by the United States Government. Passive control that is used by
 RJ0984.both nations may share the same or similar designations or descriptions but
 RJ0984.do not share official positions or heights. The 'Station Description' may
 RJ0984.originate from a Canadian 'Station Report' and if so contains information
 RJ0984.licensed under the 'Open Government License - Canada'.
 RJ0984
 RJ0984.The horizontal coordinates were established by classical geodetic methods
 RJ0984.and adjusted by the National Geodetic Survey in July 1986.
 RJ0984
 RJ0984.The orthometric height was scaled from a topographic map.
 RJ0984
 RJ0984.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0984
 RJ0984.Click photographs - Photos may exist for this station.
 RJ0984
 RJ0984. The following values were computed from the NAD 83(1986) position.
 RJ0984
 RJ0984;                    North         East     Units Scale Factor Converg.
 RJ0984;UTM  16      - 5,111,845.586   731,721.467   MT  1.00026012   +2 09 45.9
 RJ0984;UTM  17      - 5,111,850.520   268,147.925   MT  1.00026087   -2 09 50.3
 RJ0984
 RJ0984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0984!UTM  16      -   0.99997822  x   1.00026012  =   1.00023834
 RJ0984!UTM  17      -   0.99997822  x   1.00026087  =   1.00023909
 RJ0984
 RJ0984:                Primary Azimuth Mark                     Grid Az
 RJ0984:UTM  16      -  208                                      122 28 19.7
 RJ0984:UTM  17      -  208                                      126 47 55.9
 RJ0984
 RJ0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS3172111845(NAD 83)
 RJ0984
 RJ0984|---------------------------------------------------------------------|
 RJ0984| PID    Reference Object                     Distance      Geod. Az  |
 RJ0984|                                                           dddmmss.s |
 RJ0984| RH0052 208                                 APPROX. 2.4 KM 1243805.6 |
 RJ0984| RJ0986 ROUND ISLAND LH                     APPROX. 2.0 KM 2281514.3 |
 RJ0984| RJ0965 HAY POINT IBC 1944                  APPROX. 0.5 KM 3583542.2 |
 RJ0984|---------------------------------------------------------------------|
 RJ0984
 RJ0984                          SUPERSEDED SURVEY CONTROL
 RJ0984
 RJ0984  NAD 27      -  46 07 14.90600(N)    084 00 02.97400(W) AD(       ) 3
 RJ0984
 RJ0984.Superseded values are not recommended for survey control.
 RJ0984
 RJ0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0984.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0984
 RJ0984_MARKER: Z = SEE DESCRIPTION
 RJ0984_SETTING: 0 = UNSPECIFIED SETTING
 RJ0984_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0984
 RJ0984  HISTORY     - Date     Condition        Report By
 RJ0984  HISTORY     - 1911     MONUMENTED       IWC
 RJ0984  HISTORY     - 1976     GOOD             IBC
 RJ0984
 RJ0984                          STATION DESCRIPTION
 RJ0984
 RJ0984'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1911
 RJ0984'AT ABOUT THE GEOGRAPHICAL CENTER OF A SMALL ISLAND MEASURING ABOUT
 RJ0984'60 FEET IN AN E - AND - W DIRECTION AND 300 FEET IN A N - AND - S
 RJ0984'DIRECTION, IN THE S ENTRACE TO LAKE MUNUSCONG.  IT IS 500 METERS S
 RJ0984'OF HAY POINT, ST JOSEPH ISLAND, 300 METERS W OF THE SOUTHERN PRONG
 RJ0984'OF THIS POINT, AND 9 MILES NW OF DETOUR, MICHIGAN.  IT IS ABOUT
 RJ0984'1-1/2 FEET ABOVE WATER.  IT IS IN GOOD CONDITION.
 RJ0984'
 RJ0984'FROM THIS STATION, THE FOLLOWING MARKED TRIANGULATION STATIONS ARE
 RJ0984'VISIBLE--208 (U S L S), 209 (U S L S), RABER (U S L S), POINT AUX
 RJ0984'FRENES (U S L S), 206 (U S L S), 204 (U S L S).  ALSO REFERENCE
 RJ0984'MONUMENT 10 AND THE ROUND ISLAND LIGHT.
 RJ0984
 RJ0984                          STATION RECOVERY (1976)
 RJ0984
 RJ0984'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (FXP)
 RJ0984'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RH0061 ***********************************************************************
 RH0061  DESIGNATION -  REF MON 12 IWC 1911
 RH0061  PID         -  RH0061
 RH0061  STATE/COUNTY-  ON/ALGOMA
 RH0061  COUNTRY     -  CANADA
 RH0061  NTS MAPSHEET-  JOSEPH ISLAND (2020)
 RH0061
 RH0061                         *CURRENT SURVEY CONTROL
 RH0061  ______________________________________________________________________
 RH0061* NAD 83(1986) POSITION- 46 08 47.62082(N) 083 59 41.65113(W)   ADJUSTED
 RH0061* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RH0061  ______________________________________________________________________
 RH0061  GEOID HEIGHT    -        -37.113 (meters)                     EGM08
 RH0061  HORZ ORDER      -  THIRD
 RH0061
 RH0061.The positional and height information provided upon this datasheet are not
 RH0061.officially recognized by the Government of Canada, provincial governments
 RH0061.within Canada, nor are they intended to replace or substitute for them.
 RH0061.The intent of sharing this data is to allow access to positions or heights
 RH0061.recognized by the United States Government. Passive control that is used by
 RH0061.both nations may share the same or similar designations or descriptions but
 RH0061.do not share official positions or heights. The 'Station Description' may
 RH0061.originate from a Canadian 'Station Report' and if so contains information
 RH0061.licensed under the 'Open Government License - Canada'.
 RH0061
 RH0061.The horizontal coordinates were established by classical geodetic methods
 RH0061.and adjusted by the National Geodetic Survey in July 1986.
 RH0061
 RH0061.The orthometric height was scaled from a topographic map.
 RH0061
 RH0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 RH0061
 RH0061.Click photographs - Photos may exist for this station.
 RH0061
 RH0061. The following values were computed from the NAD 83(1986) position.
 RH0061
 RH0061;                    North         East     Units Scale Factor Converg.
 RH0061;UTM  17      - 5,114,692.580   268,714.869   MT  1.00025763   -2 09 38.2
 RH0061;UTM  16      - 5,114,722.330   732,072.333   MT  1.00026212   +2 10 04.7
 RH0061
 RH0061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0061!UTM  17      -   0.99997822  x   1.00025763  =   1.00023585
 RH0061!UTM  16      -   0.99997822  x   1.00026212  =   1.00024034
 RH0061
 RH0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM6871414692(NAD 83)
 RH0061
 RH0061                          SUPERSEDED SURVEY CONTROL
 RH0061
 RH0061  NAD 27      -  46 08 47.55600(N)    083 59 41.57700(W) AD(       ) 3
 RH0061
 RH0061.Superseded values are not recommended for survey control.
 RH0061
 RH0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0061.See file dsdata.pdf to determine how the superseded data were derived.
 RH0061
 RH0061_MARKER: Z = SEE DESCRIPTION
 RH0061_SETTING: 0 = UNSPECIFIED SETTING
 RH0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RH0061
 RH0061  HISTORY     - Date     Condition        Report By
 RH0061  HISTORY     - 1911     MONUMENTED       IWC
 RH0061  HISTORY     - 1976     GOOD             IBC
 RH0061
 RH0061                          STATION DESCRIPTION
 RH0061
 RH0061'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1911
 RH0061'ABOUT 1-1/2 MILES N OF HAY POINT, ON THE FIRST PROMINENT POINT N
 RH0061'OF THAT POINT, ON THE W SIDE OF ST JOSEPH ISLAND, ON THE SHORE OF
 RH0061'LAKE MUNUSCONG, AND 12-1/2 MILES NW OF DETOUR, MICHIGAN.  A DEEP
 RH0061'ROUNDING BAY IS N OF THE STATION AND A LARGE BAY ON THE S TOWARD
 RH0061'HAY POINT.  IT IS IN A DENSE GROWTH OF BUSHES AND SMALL TREES COVERING
 RH0061'THE POINT, WHICH HAS A HUGE FLAT BOULDER ON ITS POINT, AND IS
 RH0061'SURROUNDED BY LARGE BOULDERS ON THE BEACH AND IN THE SHALLOW WATER
 RH0061'OFF THE POINT.  THE MONUMENT IS 100 FEET INSHORE FROM THE END OF
 RH0061'THE POINT AND 2 FEET ABOVE THE WATER.  IT IS IN GOOD CONDITION.
 RH0061'
 RH0061'WITH CONSIDERABLE CUTTING, OR FROM THE ECCENTRIC STATION, THE
 RH0061'FOLLOWING MARKED TRIANGULATION STATIONS CAN BE SEEN--HAY, 206
 RH0061'(U S L S), POINT AUX FRENES (U S L S), 201 (U S L S), 203 (U S L S).
 RH0061'AND ALSO THE ROUND ISLAND LIGHTHOUSE.
 RH0061
 RH0061                          STATION RECOVERY (1976)
 RH0061
 RH0061'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (FXP)
 RH0061'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0970 ***********************************************************************
 RJ0970  DESIGNATION -  REF MON 13
 RJ0970  PID         -  RJ0970
 RJ0970  STATE/COUNTY-  ON/ALGOMA
 RJ0970  COUNTRY     -  CANADA
 RJ0970  NTS MAPSHEET-  MUNUSCONG LAKE (2020)
 RJ0970
 RJ0970                         *CURRENT SURVEY CONTROL
 RJ0970  ______________________________________________________________________
 RJ0970* NAD 83(1994) POSITION- 46 11 28.06830(N) 084 04 17.97789(W)   ADJUSTED
 RJ0970* NAVD 88 ORTHO HEIGHT -   181.    (meters)      594.    (feet) SCALED
 RJ0970  ______________________________________________________________________
 RJ0970  GEOID HEIGHT    -        -37.050 (meters)                     EGM08
 RJ0970  HORZ ORDER      -  THIRD
 RJ0970
 RJ0970.The positional and height information provided upon this datasheet are not
 RJ0970.officially recognized by the Government of Canada, provincial governments
 RJ0970.within Canada, nor are they intended to replace or substitute for them.
 RJ0970.The intent of sharing this data is to allow access to positions or heights
 RJ0970.recognized by the United States Government. Passive control that is used by
 RJ0970.both nations may share the same or similar designations or descriptions but
 RJ0970.do not share official positions or heights. The 'Station Description' may
 RJ0970.originate from a Canadian 'Station Report' and if so contains information
 RJ0970.licensed under the 'Open Government License - Canada'.
 RJ0970
 RJ0970.The horizontal coordinates were established by classical geodetic methods
 RJ0970.and adjusted by the National Geodetic Survey in November 1998.
 RJ0970
 RJ0970.The orthometric height was scaled from a topographic map.
 RJ0970
 RJ0970.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0970
 RJ0970.Click photographs - Photos may exist for this station.
 RJ0970
 RJ0970. The following values were computed from the NAD 83(1994) position.
 RJ0970
 RJ0970;                    North         East     Units Scale Factor Converg.
 RJ0970;UTM  16      - 5,119,452.589   725,962.122   MT  1.00022770   +2 06 50.9
 RJ0970;UTM  17      - 5,119,870.837   262,979.089   MT  1.00029065   -2 13 03.7
 RJ0970
 RJ0970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0970!UTM  16      -   0.99997750  x   1.00022770  =   1.00020519
 RJ0970!UTM  17      -   0.99997750  x   1.00029065  =   1.00026814
 RJ0970
 RJ0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2596219452(NAD 83)
 RJ0970
 RJ0970                          SUPERSEDED SURVEY CONTROL
 RJ0970
 RJ0970  NAD 83(1986)-  46 11 28.05466(N)    084 04 17.97245(W) AD(       ) 3
 RJ0970  NAD 27      -  46 11 27.99400(N)    084 04 17.88700(W) AD(       ) 3
 RJ0970
 RJ0970.Superseded values are not recommended for survey control.
 RJ0970
 RJ0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0970.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0970
 RJ0970_MARKER: DD = SURVEY DISK
 RJ0970_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 RJ0970_PROJECTION: FLUSH
 RJ0970_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0970_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0970
 RJ0970  HISTORY     - Date     Condition        Report By
 RJ0970  HISTORY     - 1911     MONUMENTED       IWC
 RJ0970  HISTORY     - 1976     GOOD             IBC
 RJ0970  HISTORY     - 1988     POOR             NOS
 RJ0970
 RJ0970                          STATION DESCRIPTION
 RJ0970
 RJ0970'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1911
 RJ0970'ON THE W SIDE OF ST JOSEPH ISLAND, ON RICHARDSON POINT, AT ABOUT THE
 RJ0970'CENTER OF LAKE MUNUSCONG.  IT IS AT THE W END OF THE LINE K ROAD,
 RJ0970'ABOUT 6 FEET INSHORE. FROM THE BANK OF THE LAKE, 20 FEET FROM THE
 RJ0970'WATER, AND 3 FEET ABOVE THE WATER AT PRESENT.  IT IS ON THE EXTENSION
 RJ0970'INLAND OF THE S SIDE OF THE OLD GOVERNMENT DOCK EXTENDING INTO THE
 RJ0970'LAKE AT THE END OF THE LINE ROAD, THE DOCK AND A JETTY N OF IT
 RJ0970'ENCLOSING A GOOD HARBOR FOR SMALL BOATS.
 RJ0970'
 RJ0970'IT IS IN GOOD CONDITION, WITH 3 INCHES OF THE BASE SHOWING ABOVE
 RJ0970'THE SURFACE ON THE W SIDE.  IT CAN BE SEEN FROM U S L S MARKED
 RJ0970'TRIANGULATION STATIONS POINT AUX FRENES, ROCKY POINT, WINTER POINT,
 RJ0970'203, 201, 200, 93, 74.  AND REFERENCE MONUMENTS 11, 12, AND 14, AND
 RJ0970'STATION YOUNG.
 RJ0970
 RJ0970                          STATION RECOVERY (1976)
 RJ0970
 RJ0970'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (FXP)
 RJ0970'RECOVERED IN GOOD CONDITION.
 RJ0970
 RJ0970                          STATION RECOVERY (1988)
 RJ0970
 RJ0970'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1988 (PBW)
 RJ0970'THE STATION WAS RECOVERED AT THIS DATE. THE STATION HAS BEEN SUBJECTED
 RJ0970'TO CONSIDERABLE EROSION AND MAY TOPPLE OVER AT ANY TIME.
 RJ0970'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 RJ0970'RECOVERED BY P B WALBOLT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0976 ***********************************************************************
 RJ0976  DESIGNATION -  REF MON 15
 RJ0976  PID         -  RJ0976
 RJ0976  STATE/COUNTY-  ON/ALGOMA
 RJ0976  COUNTRY     -  CANADA
 RJ0976  NTS MAPSHEET-  MUNUSCONG LAKE (2020)
 RJ0976
 RJ0976                         *CURRENT SURVEY CONTROL
 RJ0976  ______________________________________________________________________
 RJ0976* NAD 83(1994) POSITION- 46 14 26.68921(N) 084 06 11.05173(W)   ADJUSTED
 RJ0976* NAVD 88 ORTHO HEIGHT -   180.    (meters)      591.    (feet) SCALED
 RJ0976  ______________________________________________________________________
 RJ0976  GEOID HEIGHT    -        -37.037 (meters)                     EGM08
 RJ0976  HORZ ORDER      -  THIRD
 RJ0976
 RJ0976.The positional and height information provided upon this datasheet are not
 RJ0976.officially recognized by the Government of Canada, provincial governments
 RJ0976.within Canada, nor are they intended to replace or substitute for them.
 RJ0976.The intent of sharing this data is to allow access to positions or heights
 RJ0976.recognized by the United States Government. Passive control that is used by
 RJ0976.both nations may share the same or similar designations or descriptions but
 RJ0976.do not share official positions or heights. The 'Station Description' may
 RJ0976.originate from a Canadian 'Station Report' and if so contains information
 RJ0976.licensed under the 'Open Government License - Canada'.
 RJ0976
 RJ0976.The horizontal coordinates were established by classical geodetic methods
 RJ0976.and adjusted by the National Geodetic Survey in November 1998.
 RJ0976
 RJ0976.The orthometric height was scaled from a topographic map.
 RJ0976
 RJ0976.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0976
 RJ0976.Click photographs - Photos may exist for this station.
 RJ0976
 RJ0976. The following values were computed from the NAD 83(1994) position.
 RJ0976
 RJ0976;                    North         East     Units Scale Factor Converg.
 RJ0976;UTM  16      - 5,124,876.298   723,337.134   MT  1.00021319   +2 05 35.4
 RJ0976
 RJ0976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0976!UTM  16      -   0.99997764  x   1.00021319  =   1.00019083
 RJ0976
 RJ0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2333724876(NAD 83)
 RJ0976
 RJ0976                          SUPERSEDED SURVEY CONTROL
 RJ0976
 RJ0976  NAD 83(1986)-  46 14 26.66734(N)    084 06 11.05091(W) AD(       ) 3
 RJ0976  NAD 27      -  46 14 26.61200(N)    084 06 10.96100(W) AD(       ) 3
 RJ0976
 RJ0976.Superseded values are not recommended for survey control.
 RJ0976
 RJ0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0976.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0976
 RJ0976_MARKER: DD = SURVEY DISK
 RJ0976_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 RJ0976_PROJECTION: FLUSH
 RJ0976_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0976_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0976
 RJ0976  HISTORY     - Date     Condition        Report By
 RJ0976  HISTORY     - 1911     MONUMENTED       IWC
 RJ0976  HISTORY     - 1976     GOOD             IBC
 RJ0976  HISTORY     - 1988     GOOD             NOS
 RJ0976
 RJ0976                          STATION DESCRIPTION
 RJ0976
 RJ0976'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1911
 RJ0976'ON THE W SIDE OF ST JOSEPH ISLAND, ABOUT 800 FEET S OF THE OLD DOCK
 RJ0976'AT THE END OF THE D LINE ROAD, AND THE SAME N OF EVERENS POINT.  IT
 RJ0976'IS AT THE MOUTH OF MUNUSCONG CHANNEL, 30 FEET INSHORE FROM THE
 RJ0976'CHANNEL, 15 FEET UPSTREAM FROM A SMALL POINT, AND 3 FEET ABOVE WATER
 RJ0976'LEVEL.  A PATH ALONG THE BANK INSIDE THE TREE LINE PASSES CLOSE TO
 RJ0976'THE MONUMENT ON THE SIDE TOWARD THE CHANNEL.  IN GOOD CONDITION.  BY
 RJ0976'CUTTING LINES THROUGH THE TREES ALONG THE BANK, THE FOLLOWING MARKED
 RJ0976'TRIANGULATION STATIONS CAN BE SEEN--WINTER POINT (U S L S), 93
 RJ0976'(U S L S), 91 (U S L S), RAINS, AND REFERENCE MONUMENT 16.
 RJ0976
 RJ0976                          STATION RECOVERY (1976)
 RJ0976
 RJ0976'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (FXP)
 RJ0976'RECOVERED IN GOOD CONDITION.
 RJ0976
 RJ0976                          STATION RECOVERY (1988)
 RJ0976
 RJ0976'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1988 (PBW)
 RJ0976'THE STATION WAS RECOVERED AT THIS DATE. THE STATION IS IN THE SIDE
 RJ0976'YARD OF A NEW BROWN STAINED CABIN WITH A STONE FIREPLACE.
 RJ0976'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 RJ0976'RECOVERED BY P B WALBOLT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 OG0999 ***********************************************************************
 OG0999  DESIGNATION -  REF MON 18 41 IWC
 OG0999  PID         -  OG0999
 OG0999  STATE/COUNTY-  ON/NIAGARA
 OG0999  COUNTRY     -  CANADA
 OG0999  NTS MAPSHEET-  NIAGARA (2020)
 OG0999
 OG0999                         *CURRENT SURVEY CONTROL
 OG0999  ______________________________________________________________________
 OG0999* NAD 83(1996) POSITION- 43 05 31.38807(N) 079 04 06.26924(W)   ADJUSTED
 OG0999* NAVD 88 ORTHO HEIGHT -   149.    (meters)      489.    (feet) SCALED
 OG0999  ______________________________________________________________________
 OG0999  GEOID HEIGHT    -        -36.345 (meters)                     EGM08
 OG0999  HORZ ORDER      -  THIRD
 OG0999
 OG0999.The positional and height information provided upon this datasheet are not
 OG0999.officially recognized by the Government of Canada, provincial governments
 OG0999.within Canada, nor are they intended to replace or substitute for them.
 OG0999.The intent of sharing this data is to allow access to positions or heights
 OG0999.recognized by the United States Government. Passive control that is used by
 OG0999.both nations may share the same or similar designations or descriptions but
 OG0999.do not share official positions or heights. The 'Station Description' may
 OG0999.originate from a Canadian 'Station Report' and if so contains information
 OG0999.licensed under the 'Open Government License - Canada'.
 OG0999
 OG0999.The horizontal coordinates were established by classical geodetic methods
 OG0999.and adjusted by the National Geodetic Survey in January 1999.
 OG0999
 OG0999.The orthometric height was scaled from a topographic map.
 OG0999
 OG0999.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0999
 OG0999.Click photographs - Photos may exist for this station.
 OG0999
 OG0999. The following values were computed from the NAD 83(1996) position.
 OG0999
 OG0999;                    North         East     Units Scale Factor Converg.
 OG0999;UTM  17      - 4,772,847.848   657,207.670   MT  0.99990403   +1 19 11.6
 OG0999
 OG0999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0999!UTM  17      -   0.99998236  x   0.99990403  =   0.99988639
 OG0999
 OG0999:                Primary Azimuth Mark                     Grid Az
 OG0999:UTM  17      -  STATE SUB IBC                            180 27 17.0
 OG0999
 OG0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5720772847(NAD 83)
 OG0999
 OG0999|---------------------------------------------------------------------|
 OG0999| PID    Reference Object                     Distance      Geod. Az  |
 OG0999|                                                           dddmmss.s |
 OG0999| OG0993 TUG SUB IWC                         299.292 METERS 02308     |
 OG0999| OG0989 POWER IBC                           383.021 METERS 10218     |
 OG0999| OG0990 TURNING POINT 135 IBC               196.689 METERS 11341     |
 OG0999| OG0996 EAST LINE PT IBC                    198.047 METERS 16703     |
 OG0999| OG1004 STATE SUB IBC                       APPROX. 0.6 KM 1814628.6 |
 OG0999| OG1002 CENTER LINE PT IBC                  140.183 METERS 18249     |
 OG0999| OG1006 ARCH                                110.427 METERS 20347     |
 OG0999|---------------------------------------------------------------------|
 OG0999
 OG0999                          SUPERSEDED SURVEY CONTROL
 OG0999
 OG0999  NAD 83(1986)-  43 05 31.39394(N)    079 04 06.26701(W) AD(       ) 3
 OG0999  NAD 27      -  43 05 31.19309(N)    079 04 07.10315(W) AD(       ) 3
 OG0999
 OG0999.Superseded values are not recommended for survey control.
 OG0999
 OG0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0999.See file dsdata.pdf to determine how the superseded data were derived.
 OG0999
 OG0999_MARKER: Z = SEE DESCRIPTION
 OG0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0999+STABILITY: SURFACE MOTION
 OG0999
 OG0999  HISTORY     - Date     Condition        Report By
 OG0999  HISTORY     - 1912     MONUMENTED       IWC
 OG0999  HISTORY     - 1941     GOOD             IBC
 OG0999  HISTORY     - 1971     GOOD             IBC
 OG0999
 OG0999                          STATION DESCRIPTION
 OG0999
 OG0999'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1912 (JLS)
 OG0999'THE STATION IS CONSTRUCTED IN THE FORM OF THE FRUSTUM OF A CONE WITH
 OG0999'A HEMISPHERICAL TOP.  THESE MONUMENTS ARE 2-1/2 FEET HIGH, 2 FEET IN
 OG0999'DIAMETER AT THE BASE, 1-1/2 FEET IN DIAMETER AT THE TOP, AND WITH A
 OG0999'RADIUS FOR THE HEMISPHERICAL CROWN OF 9 INCHES.  THE CONCRETE
 OG0999'FOUNDATIONS EXTEND 5 FEET BELOW THE SURFACE EXCEPT WHERE SOLID ROCK
 OG0999'OCCURS AT A LESSER DEPTH, WHEN THE MONUMENT IS BUILT ON AND BONDED TO
 OG0999'THE ROCK BY SEVERAL IRON PINS.  EACH MONUMENT HAS ITS CENTER MARKED
 OG0999'BY A BRASS PLUG 3/4 INCH IN DIAMETER, WITH A SMALL DRILL HOLE IN THE
 OG0999'CENTER, AND EACH MONUMENT HAS A NUMBER CAST IN THE SIDE.
 OG0999
 OG0999                          STATION RECOVERY (1941)
 OG0999
 OG0999'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JLH)
 OG0999'ON THE CANADIAN SIDE OF THE NIAGARA RIVER ABOUT 1/2 MILE DUE NORTH OF
 OG0999'THE---AMERICAN FALLS---.  THE MONUMENT IS A SHORT DISTANCE NORTHEAST
 OG0999'OF THE CANADIAN END OF THE RAINBOW ARCH BRIDGE ERECTED IN 1941.  IT
 OG0999'IS AT THE FOOT OF BENDER STREET AND JUST OUTSIDE A STONE WALL ALONG
 OG0999'THE EAST EDGE OF RIVER ROAD.  THE MONUMENT WAS FOUND IN GOOD
 OG0999'CONDITION.  MARKED TRIANGULATION STATIONS---TUG-SUB---,---ROPE-SUB---,
 OG0999'---GIANT-SUB---,---POWER---,---RAINBOW---,---STATE-SUB---AND---ARCH---
 OG0999'CAN BE SEEN FROM THE MONUMENT.  MONUMENT 19 IS JUST HIDDEN BY A POST
 OG0999'OF THE RAINBOW ARCH BRIDGE BUT BOTH MONUMENTS 18 AND 19 MAY BE SEEN
 OG0999'FROM A POINT ON THE DECK OF THE BRIDGE ON LINE BETWEEN THE TWO
 OG0999'MONUMENTS.
 OG0999
 OG0999                          STATION RECOVERY (1971)
 OG0999
 OG0999'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 OG0999'STATION RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0930 ***********************************************************************
 RJ0930  DESIGNATION -  REF MON 18 IWC 1911
 RJ0930  PID         -  RJ0930
 RJ0930  STATE/COUNTY-  ON/ALGOMA
 RJ0930  COUNTRY     -  CANADA
 RJ0930  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ0930
 RJ0930                         *CURRENT SURVEY CONTROL
 RJ0930  ______________________________________________________________________
 RJ0930* NAD 83(1986) POSITION- 46 18 46.59334(N) 084 06 46.35044(W)   ADJUSTED
 RJ0930* NAVD 88 ORTHO HEIGHT -   179.    (meters)      587.    (feet) SCALED
 RJ0930  ______________________________________________________________________
 RJ0930  GEOID HEIGHT    -        -37.081 (meters)                     EGM08
 RJ0930  HORZ ORDER      -  THIRD
 RJ0930
 RJ0930.The positional and height information provided upon this datasheet are not
 RJ0930.officially recognized by the Government of Canada, provincial governments
 RJ0930.within Canada, nor are they intended to replace or substitute for them.
 RJ0930.The intent of sharing this data is to allow access to positions or heights
 RJ0930.recognized by the United States Government. Passive control that is used by
 RJ0930.both nations may share the same or similar designations or descriptions but
 RJ0930.do not share official positions or heights. The 'Station Description' may
 RJ0930.originate from a Canadian 'Station Report' and if so contains information
 RJ0930.licensed under the 'Open Government License - Canada'.
 RJ0930
 RJ0930.The horizontal coordinates were established by classical geodetic methods
 RJ0930.and adjusted by the National Geodetic Survey in July 1986.
 RJ0930
 RJ0930.The orthometric height was scaled from a topographic map.
 RJ0930
 RJ0930.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0930
 RJ0930.Click photographs - Photos may exist for this station.
 RJ0930
 RJ0930. The following values were computed from the NAD 83(1986) position.
 RJ0930
 RJ0930;                    North         East     Units Scale Factor Converg.
 RJ0930;UTM  16      - 5,132,870.089   722,288.879   MT  1.00020744   +2 05 19.0
 RJ0930
 RJ0930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0930!UTM  16      -   0.99997775  x   1.00020744  =   1.00018519
 RJ0930
 RJ0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2228832870(NAD 83)
 RJ0930
 RJ0930                          SUPERSEDED SURVEY CONTROL
 RJ0930
 RJ0930  NAD 27      -  46 18 46.53500(N)    084 06 46.24800(W) AD(       ) 3
 RJ0930
 RJ0930.Superseded values are not recommended for survey control.
 RJ0930
 RJ0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0930.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0930
 RJ0930_MARKER: Z = SEE DESCRIPTION
 RJ0930_SETTING: 0 = UNSPECIFIED SETTING
 RJ0930_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0930
 RJ0930  HISTORY     - Date     Condition        Report By
 RJ0930  HISTORY     - 1911     MONUMENTED       IWC
 RJ0930  HISTORY     - 1976     GOOD             IBC
 RJ0930
 RJ0930                          STATION DESCRIPTION
 RJ0930
 RJ0930'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1911
 RJ0930'IN THE OPEN GROUND ON STRIBLING POINT ON THE NW CORNER OF ST JOSEPH
 RJ0930'ISLAND, INSHORE FROM THE N ONE OF THE SMALL ISLANDS IN LITTLE
 RJ0930'MUNUSCONG LAKE W OF THE POINT.  IT IS 50 FEET E OF THE WATER, ON A
 RJ0930'LINE TO THE STRIBLING POINT FRONT RANGE 15 FEET FARTHER E, AND
 RJ0930'130.49 FEET N OF TERTIARY 36 (U S L S).  IT IS IN GOOD CONDITION
 RJ0930'AND WAS LOCATED FROM THAT STATION.  BY CONSIDERABLE CUTTING, OR
 RJ0930'FROM THE ECCENTRIC STATION, THE MARKED TRIANGULATION STATIONS
 RJ0930'TERTIARY 49, NEEBISH (U S L S), HAR, AND 55 (U S L S) CAN BE SEEN.
 RJ0930
 RJ0930                          STATION RECOVERY (1976)
 RJ0930
 RJ0930'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (FXP)
 RJ0930'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0891 ***********************************************************************
 RJ0891  DESIGNATION -  REF MON 19 IBC 1944
 RJ0891  PID         -  RJ0891
 RJ0891  STATE/COUNTY-  ON/ALGOMA
 RJ0891  COUNTRY     -  CANADA
 RJ0891  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ0891
 RJ0891                         *CURRENT SURVEY CONTROL
 RJ0891  ______________________________________________________________________
 RJ0891* NAD 83(1986) POSITION- 46 19 02.34154(N) 084 06 12.25553(W)   ADJUSTED
 RJ0891* NAVD 88 ORTHO HEIGHT -   179.    (meters)      587.    (feet) SCALED
 RJ0891  ______________________________________________________________________
 RJ0891  GEOID HEIGHT    -        -37.091 (meters)                     EGM08
 RJ0891  HORZ ORDER      -  THIRD
 RJ0891
 RJ0891.The positional and height information provided upon this datasheet are not
 RJ0891.officially recognized by the Government of Canada, provincial governments
 RJ0891.within Canada, nor are they intended to replace or substitute for them.
 RJ0891.The intent of sharing this data is to allow access to positions or heights
 RJ0891.recognized by the United States Government. Passive control that is used by
 RJ0891.both nations may share the same or similar designations or descriptions but
 RJ0891.do not share official positions or heights. The 'Station Description' may
 RJ0891.originate from a Canadian 'Station Report' and if so contains information
 RJ0891.licensed under the 'Open Government License - Canada'.
 RJ0891
 RJ0891.The horizontal coordinates were established by classical geodetic methods
 RJ0891.and adjusted by the National Geodetic Survey in July 1986.
 RJ0891
 RJ0891.The orthometric height was scaled from a topographic map.
 RJ0891
 RJ0891.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0891
 RJ0891.Click photographs - Photos may exist for this station.
 RJ0891
 RJ0891. The following values were computed from the NAD 83(1986) position.
 RJ0891
 RJ0891;                    North         East     Units Scale Factor Converg.
 RJ0891;UTM  16      - 5,133,382.760   723,000.255   MT  1.00021133   +2 05 44.2
 RJ0891
 RJ0891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0891!UTM  16      -   0.99997775  x   1.00021133  =   1.00018908
 RJ0891
 RJ0891:                Primary Azimuth Mark                     Grid Az
 RJ0891:UTM  16      -  55 SUGAR IS EB                           299 15 26.8
 RJ0891
 RJ0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2300033382(NAD 83)
 RJ0891
 RJ0891|---------------------------------------------------------------------|
 RJ0891| PID    Reference Object                     Distance      Geod. Az  |
 RJ0891|                                                           dddmmss.s |
 RJ0891| RJ0925 REF MON 19 IWC 1911                  35.413 METERS 18708     |
 RJ0891| RJ0895 JOSEPH IBC 1944                     318.040 METERS 26224     |
 RJ0891| RJ0916 HARWOOD PT FRONT RNG RED LIGHT      APPROX. 1.4 KM 2885636.0 |
 RJ0891| RJ0912 HARWOOD PT FRNT RNG WHITE LGHT      APPROX. 1.4 KM 2894508.9 |
 RJ0891| RJ0904 55 SUGAR IS EB                      APPROX. 1.0 KM 3012111.0 |
 RJ0891|---------------------------------------------------------------------|
 RJ0891
 RJ0891                          SUPERSEDED SURVEY CONTROL
 RJ0891
 RJ0891  NAD 27      -  46 19 02.28200(N)    084 06 12.15600(W) AD(       ) 3
 RJ0891
 RJ0891.Superseded values are not recommended for survey control.
 RJ0891
 RJ0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0891.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0891
 RJ0891_MARKER: H = DRILL HOLE
 RJ0891_SETTING: 80 = SET IN A BOULDER
 RJ0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0891+STABILITY: SURFACE MOTION
 RJ0891
 RJ0891  HISTORY     - Date     Condition        Report By
 RJ0891  HISTORY     - 1944     MONUMENTED       IBC
 RJ0891  HISTORY     - 1958     GOOD             IBC
 RJ0891
 RJ0891                          STATION DESCRIPTION
 RJ0891
 RJ0891'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RJ0891'ON THE N SHORE OF ST JOSEPH ISLAND, ON THE SECOND PROMINENT POINT E
 RJ0891'OF STRIBLING POINT, AND 3/4 MILE.  ON A ROCK ON THE BEACH 2 FEET
 RJ0891'FROM THE EXTREME END OF THE POINT.
 RJ0891'
 RJ0891'STATION MARK IS A DRILL HOLE IN A LARGE ROCK, 5 FEET WEST OF A LARGE
 RJ0891'BLACK ROCK.
 RJ0891
 RJ0891                          STATION RECOVERY (1958)
 RJ0891
 RJ0891'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0891'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0925 ***********************************************************************
 RJ0925  DESIGNATION -  REF MON 19 IWC 1911
 RJ0925  PID         -  RJ0925
 RJ0925  STATE/COUNTY-  ON/ALGOMA
 RJ0925  COUNTRY     -  CANADA
 RJ0925  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ0925
 RJ0925                         *CURRENT SURVEY CONTROL
 RJ0925  ______________________________________________________________________
 RJ0925* NAD 83(1986) POSITION- 46 19 01.20348(N) 084 06 12.46086(W)   ADJUSTED
 RJ0925* NAVD 88 ORTHO HEIGHT -   179.    (meters)      587.    (feet) SCALED
 RJ0925  ______________________________________________________________________
 RJ0925  GEOID HEIGHT    -        -37.090 (meters)                     EGM08
 RJ0925  HORZ ORDER      -  THIRD
 RJ0925
 RJ0925.The positional and height information provided upon this datasheet are not
 RJ0925.officially recognized by the Government of Canada, provincial governments
 RJ0925.within Canada, nor are they intended to replace or substitute for them.
 RJ0925.The intent of sharing this data is to allow access to positions or heights
 RJ0925.recognized by the United States Government. Passive control that is used by
 RJ0925.both nations may share the same or similar designations or descriptions but
 RJ0925.do not share official positions or heights. The 'Station Description' may
 RJ0925.originate from a Canadian 'Station Report' and if so contains information
 RJ0925.licensed under the 'Open Government License - Canada'.
 RJ0925
 RJ0925.The horizontal coordinates were established by classical geodetic methods
 RJ0925.and adjusted by the National Geodetic Survey in July 1986.
 RJ0925
 RJ0925.The orthometric height was scaled from a topographic map.
 RJ0925
 RJ0925.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0925
 RJ0925.Click photographs - Photos may exist for this station.
 RJ0925
 RJ0925. The following values were computed from the NAD 83(1986) position.
 RJ0925
 RJ0925;                    North         East     Units Scale Factor Converg.
 RJ0925;UTM  16      - 5,133,347.475   722,997.149   MT  1.00021132   +2 05 44.0
 RJ0925
 RJ0925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0925!UTM  16      -   0.99997775  x   1.00021132  =   1.00018907
 RJ0925
 RJ0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2299733347(NAD 83)
 RJ0925
 RJ0925                          SUPERSEDED SURVEY CONTROL
 RJ0925
 RJ0925  NAD 27      -  46 19 01.14300(N)    084 06 12.36100(W) AD(       ) 3
 RJ0925
 RJ0925.Superseded values are not recommended for survey control.
 RJ0925
 RJ0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0925.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0925
 RJ0925_MARKER: Z = SEE DESCRIPTION
 RJ0925_SETTING: 0 = UNSPECIFIED SETTING
 RJ0925_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0925
 RJ0925  HISTORY     - Date     Condition        Report By
 RJ0925  HISTORY     - 1911     MONUMENTED       IWC
 RJ0925  HISTORY     - 1976     GOOD             IBC
 RJ0925
 RJ0925                          STATION DESCRIPTION
 RJ0925
 RJ0925'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1911
 RJ0925'ON THE N SHORE OF ST JOSEPH ISLAND, ON THE SECOND PROMINENT POINT
 RJ0925'E OF STRIBLING POINT, AND 3/4 MILE FROM THAT POINT.  ABOUT 100 FEET
 RJ0925'INSIDE THE EXTREME POINT, 40 FEET FROM THE WATER ON THE W SIDE OF
 RJ0925'THE POINT, AND 30 FEET INSIDE THE LINE OF THE BUSHES ON THE POINT.
 RJ0925'THE ONLY CEDAR ON THE POINT IS 10 FEET SE AND A GROUP OF TAMARACKS
 RJ0925'ARE 30 FEET E.  IN GOOD CONDITION.  BY CONSIDERABLE CUTTING, OR
 RJ0925'FROM THE ECCENTRIC, THE FOLLOWING MARKED TRIANGULATION STATIONS CAN
 RJ0925'BE SEEN--BISH, BEK, USE, TERTIARY 32 (U S L S), JOSEPH, AND 55
 RJ0925'(U S L S).
 RJ0925
 RJ0925                          STATION RECOVERY (1976)
 RJ0925
 RJ0925'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (FXP)
 RJ0925'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 PH2266 ***********************************************************************
 PH2266  DESIGNATION -  REF MON 2 59 IBC
 PH2266  PID         -  PH2266
 PH2266  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 PH2266  COUNTRY     -  CANADA
 PH2266  NTS MAPSHEET-  CORNWALL (2020)
 PH2266
 PH2266                         *CURRENT SURVEY CONTROL
 PH2266  ______________________________________________________________________
 PH2266* NAD 83(1996) POSITION- 45 00 11.65877(N) 074 40 31.16400(W)   ADJUSTED
 PH2266* NAVD 88 ORTHO HEIGHT -    45.    (meters)      148.    (feet) SCALED
 PH2266  ______________________________________________________________________
 PH2266  GEOID HEIGHT    -        -31.277 (meters)                     EGM08
 PH2266  HORZ ORDER      -  THIRD
 PH2266
 PH2266.The positional and height information provided upon this datasheet are not
 PH2266.officially recognized by the Government of Canada, provincial governments
 PH2266.within Canada, nor are they intended to replace or substitute for them.
 PH2266.The intent of sharing this data is to allow access to positions or heights
 PH2266.recognized by the United States Government. Passive control that is used by
 PH2266.both nations may share the same or similar designations or descriptions but
 PH2266.do not share official positions or heights. The 'Station Description' may
 PH2266.originate from a Canadian 'Station Report' and if so contains information
 PH2266.licensed under the 'Open Government License - Canada'.
 PH2266
 PH2266.The horizontal coordinates were established by classical geodetic methods
 PH2266.and adjusted by the National Geodetic Survey in January 1999.
 PH2266
 PH2266.The orthometric height was scaled from a topographic map.
 PH2266
 PH2266.Significant digits in the geoid height do not necessarily reflect accuracy.
 PH2266
 PH2266.Click photographs - Photos may exist for this station.
 PH2266
 PH2266. The following values were computed from the NAD 83(1996) position.
 PH2266
 PH2266;                    North         East     Units Scale Factor Converg.
 PH2266;UTM  18      - 4,983,361.430   525,588.046   MT  0.99960805   +0 13 46.5
 PH2266
 PH2266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2266!UTM  18      -   0.99999787  x   0.99960805  =   0.99960592
 PH2266
 PH2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ2558883361(NAD 83)
 PH2266
 PH2266                          SUPERSEDED SURVEY CONTROL
 PH2266
 PH2266  NAD 83(1986)-  45 00 11.65189(N)    074 40 31.17086(W) AD(       ) 3
 PH2266  NAD 27      -  45 00 11.46500(N)    074 40 32.54800(W) AD(       ) 3
 PH2266
 PH2266.Superseded values are not recommended for survey control.
 PH2266
 PH2266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2266.See file dsdata.pdf to determine how the superseded data were derived.
 PH2266
 PH2266_MARKER: DD = SURVEY DISK
 PH2266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH2266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH2266+STABILITY: SURFACE MOTION
 PH2266
 PH2266  HISTORY     - Date     Condition        Report By
 PH2266  HISTORY     - 1959     MONUMENTED       IBC
 PH2266
 PH2266                          STATION DESCRIPTION
 PH2266
 PH2266'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PH2266'ON THE CANADIAN SIDE OF THE BOUNDARY, NEAR THE SOUTHEASTERN END OF
 PH2266'CORNWALL ISLAND.  ON SEAWAY AUTHORITY PROPERTY ADJOINING THAT OF
 PH2266'PETER BOOTS.  THE MONUMENT IS ABOUT 85 FEET FROM THE TOP OF THE
 PH2266'RIVER BANK, AND ABOUT 3 FEET FROM THE N - S FENCE ALONG THE WESTERN
 PH2266'BOUNDARY OF PETER BOOTS PROPERTY - SEAWAY LIGHT NO 2 LIES EASTERLY
 PH2266'ABOUT 300 FEET.  IT IS INTERVISIBLE WITH REFERENCE MONUMENTS 1,
 PH2266'3 - 59, 4 AND MONUMENT 774, AND WITH STATION TWAIN, MOTT AND BOOTS.
 PH2266'
 PH2266'STATION BOOTS LIES S 52 DEG 51 MIN E, DISTANT 48.15 FEET.
 PH2266'
 PH2266'THE STATION MARK IS A BRONZE DISK SET IN TOP OF A CONCRETE MONUMENT
 PH2266'THAT IS IN THE FORM OF A FRUSTRUM OF A CONE WITH A HEMISPHERICAL TOP.
 PH2266'THE CONCRETE MONUMENT IS 2-1/2 FEET HIGH, 2 FEET IN DIAMETER AT THE
 PH2266'BASE, 1-1/2 FEET IN DIAMETER AT THE TOP AND WITH A RADIUS FOR THE
 PH2266'HEMISPHERICAL CROWN OF 9 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0907 ***********************************************************************
 RJ0907  DESIGNATION -  REF MON 20 IBC ECC 1944
 RJ0907  PID         -  RJ0907
 RJ0907  STATE/COUNTY-  ON/ALGOMA
 RJ0907  COUNTRY     -  CANADA
 RJ0907  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ0907
 RJ0907                         *CURRENT SURVEY CONTROL
 RJ0907  ______________________________________________________________________
 RJ0907* NAD 83(1986) POSITION- 46 20 25.90435(N) 084 07 04.87683(W)   ADJUSTED
 RJ0907* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0907  ______________________________________________________________________
 RJ0907  GEOID HEIGHT    -        -37.104 (meters)                     EGM08
 RJ0907  HORZ ORDER      -  THIRD
 RJ0907
 RJ0907.The positional and height information provided upon this datasheet are not
 RJ0907.officially recognized by the Government of Canada, provincial governments
 RJ0907.within Canada, nor are they intended to replace or substitute for them.
 RJ0907.The intent of sharing this data is to allow access to positions or heights
 RJ0907.recognized by the United States Government. Passive control that is used by
 RJ0907.both nations may share the same or similar designations or descriptions but
 RJ0907.do not share official positions or heights. The 'Station Description' may
 RJ0907.originate from a Canadian 'Station Report' and if so contains information
 RJ0907.licensed under the 'Open Government License - Canada'.
 RJ0907
 RJ0907.The horizontal coordinates were established by classical geodetic methods
 RJ0907.and adjusted by the National Geodetic Survey in July 1986.
 RJ0907
 RJ0907.The orthometric height was scaled from a topographic map.
 RJ0907
 RJ0907.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0907
 RJ0907.Click photographs - Photos may exist for this station.
 RJ0907
 RJ0907. The following values were computed from the NAD 83(1986) position.
 RJ0907
 RJ0907;                    North         East     Units Scale Factor Converg.
 RJ0907;UTM  16      - 5,135,920.689   721,781.066   MT  1.00020466   +2 05 09.0
 RJ0907
 RJ0907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0907!UTM  16      -   0.99997823  x   1.00020466  =   1.00018288
 RJ0907
 RJ0907:                Primary Azimuth Mark                     Grid Az
 RJ0907:UTM  16      -  BISH IBC 1944                            125 03 01.2
 RJ0907
 RJ0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2178135920(NAD 83)
 RJ0907
 RJ0907|---------------------------------------------------------------------|
 RJ0907| PID    Reference Object                     Distance      Geod. Az  |
 RJ0907|                                                           dddmmss.s |
 RJ0907| RJ0906 REF MON 20 IWC 1911                  24.840 METERS 07527     |
 RJ0907| RJ0890 BISH IBC 1944                       APPROX. 1.5 KM 1270810.2 |
 RJ0907| RJ0901 NEEB 1944                           452.185 METERS 1272731.9 |
 RJ0907| RJ0909 USE IBC 1944                        APPROX. 0.6 KM 1871635.6 |
 RJ0907| RJ0915 PIER IBC 1944                       328.211 METERS 32205     |
 RJ0907|---------------------------------------------------------------------|
 RJ0907
 RJ0907                          SUPERSEDED SURVEY CONTROL
 RJ0907
 RJ0907  NAD 27      -  46 20 25.84100(N)    084 07 04.77600(W) AD(       ) 3
 RJ0907
 RJ0907.Superseded values are not recommended for survey control.
 RJ0907
 RJ0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0907.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0907
 RJ0907_MARKER: H = DRILL HOLE
 RJ0907_SETTING: 80 = SET IN A BOULDER
 RJ0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0907+STABILITY: SURFACE MOTION
 RJ0907
 RJ0907  HISTORY     - Date     Condition        Report By
 RJ0907  HISTORY     - 1944     MONUMENTED       IBC
 RJ0907  HISTORY     - 1958     MARK NOT FOUND   IBC
 RJ0907
 RJ0907                          STATION DESCRIPTION
 RJ0907
 RJ0907'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RJ0907'ON A POINT ON THE W SIDE OF EAST NEEBISH ISLAND, ACROSS THE EAST
 RJ0907'NEEBISH CHANNEL FROM SUGAR ISLAND, 1/4 MILE N OF GAFFNEY ISLAND.  A
 RJ0907'SHALLOW DRILL HOLE IN A ROCK AT THE WATERS EDGE ON THE POINT.
 RJ0907
 RJ0907                          STATION RECOVERY (1958)
 RJ0907
 RJ0907'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0907'SEARCHED FOR, BUT NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0906 ***********************************************************************
 RJ0906  DESIGNATION -  REF MON 20 IWC 1911
 RJ0906  PID         -  RJ0906
 RJ0906  STATE/COUNTY-  ON/ALGOMA
 RJ0906  COUNTRY     -  CANADA
 RJ0906  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ0906
 RJ0906                         *CURRENT SURVEY CONTROL
 RJ0906  ______________________________________________________________________
 RJ0906* NAD 83(1986) POSITION- 46 20 26.10654(N) 084 07 03.75258(W)   ADJUSTED
 RJ0906* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0906  ______________________________________________________________________
 RJ0906  GEOID HEIGHT    -        -37.104 (meters)                     EGM08
 RJ0906  HORZ ORDER      -  THIRD
 RJ0906
 RJ0906.The positional and height information provided upon this datasheet are not
 RJ0906.officially recognized by the Government of Canada, provincial governments
 RJ0906.within Canada, nor are they intended to replace or substitute for them.
 RJ0906.The intent of sharing this data is to allow access to positions or heights
 RJ0906.recognized by the United States Government. Passive control that is used by
 RJ0906.both nations may share the same or similar designations or descriptions but
 RJ0906.do not share official positions or heights. The 'Station Description' may
 RJ0906.originate from a Canadian 'Station Report' and if so contains information
 RJ0906.licensed under the 'Open Government License - Canada'.
 RJ0906
 RJ0906.The horizontal coordinates were established by classical geodetic methods
 RJ0906.and adjusted by the National Geodetic Survey in July 1986.
 RJ0906
 RJ0906.The orthometric height was scaled from a topographic map.
 RJ0906
 RJ0906.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0906
 RJ0906.Click photographs - Photos may exist for this station.
 RJ0906
 RJ0906. The following values were computed from the NAD 83(1986) position.
 RJ0906
 RJ0906;                    North         East     Units Scale Factor Converg.
 RJ0906;UTM  16      - 5,135,927.805   721,804.870   MT  1.00020479   +2 05 09.8
 RJ0906
 RJ0906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0906!UTM  16      -   0.99997823  x   1.00020479  =   1.00018301
 RJ0906
 RJ0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2180435927(NAD 83)
 RJ0906
 RJ0906                          SUPERSEDED SURVEY CONTROL
 RJ0906
 RJ0906  NAD 27      -  46 20 26.04300(N)    084 07 03.65100(W) AD(       ) 3
 RJ0906
 RJ0906.Superseded values are not recommended for survey control.
 RJ0906
 RJ0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0906.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0906
 RJ0906_MARKER: Z = SEE DESCRIPTION
 RJ0906_SETTING: 0 = UNSPECIFIED SETTING
 RJ0906_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0906
 RJ0906  HISTORY     - Date     Condition        Report By
 RJ0906  HISTORY     - 1911     MONUMENTED       IWC
 RJ0906  HISTORY     - 1976     GOOD             IBC
 RJ0906
 RJ0906                          STATION DESCRIPTION
 RJ0906
 RJ0906'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1911
 RJ0906'ON THE W SIDE OF EAST NEEBISH ISLAND, ACROSS THE EAST NEEBISH CHANNEL
 RJ0906'FROM SUGAR ISLAND.  IT IS ON THE FIRST PROMINENT POINT OF THE ISLAND
 RJ0906'N OF POINT OPPOSITE GAFFNEY ISLAND.  THE POINT IS OPEN WITH BUSHES
 RJ0906'ALONG THE SHORE.  THE MONUMENT IS 75 FEET FROM THE POINT AND 25 FEET
 RJ0906'FROM THE WATER ON THE S SIDE OF THE POINT.  THE MONUMENT IS IN GOOD
 RJ0906'CONDITION.  WITH SOME CUTTING, OR FROM THE ECCENTRIC, THE FOLLOWING
 RJ0906'MARKED TRIANGULATION STATIONS CAN BE SEEN--BEK, TERTIARY 32 (U S L S),
 RJ0906'USE, GUS, TERTIARY 45 (U S L S), AND PIER.
 RJ0906
 RJ0906                          STATION RECOVERY (1976)
 RJ0906
 RJ0906'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (FXP)
 RJ0906'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 OG0929 ***********************************************************************
 OG0929  DESIGNATION -  REF MON 22 41 IWC
 OG0929  PID         -  OG0929
 OG0929  STATE/COUNTY-  ON/NIAGARA
 OG0929  COUNTRY     -  CANADA
 OG0929  NTS MAPSHEET-  NIAGARA (2020)
 OG0929
 OG0929                         *CURRENT SURVEY CONTROL
 OG0929  ______________________________________________________________________
 OG0929* NAD 83(1996) POSITION- 43 03 34.56704(N) 079 00 24.70958(W)   ADJUSTED
 OG0929* NAVD 88 ORTHO HEIGHT -   174.5   (meters)      573.    (feet) VERTCON
 OG0929  ______________________________________________________________________
 OG0929  GEOID HEIGHT    -        -36.258 (meters)                     EGM08
 OG0929  HORZ ORDER      -  SECOND
 OG0929
 OG0929.The positional and height information provided upon this datasheet are not
 OG0929.officially recognized by the Government of Canada, provincial governments
 OG0929.within Canada, nor are they intended to replace or substitute for them.
 OG0929.The intent of sharing this data is to allow access to positions or heights
 OG0929.recognized by the United States Government. Passive control that is used by
 OG0929.both nations may share the same or similar designations or descriptions but
 OG0929.do not share official positions or heights. The 'Station Description' may
 OG0929.originate from a Canadian 'Station Report' and if so contains information
 OG0929.licensed under the 'Open Government License - Canada'.
 OG0929
 OG0929.The horizontal coordinates were established by classical geodetic methods
 OG0929.and adjusted by the National Geodetic Survey in January 1999.
 OG0929
 OG0929.The NAVD 88 height was computed by applying the VERTCON shift value to
 OG0929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OG0929
 OG0929.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0929
 OG0929.Click photographs - Photos may exist for this station.
 OG0929
 OG0929. The following values were computed from the NAD 83(1996) position.
 OG0929
 OG0929;                    North         East     Units Scale Factor Converg.
 OG0929;UTM  17      - 4,769,361.352   662,302.407   MT  0.99992406   +1 21 40.1
 OG0929
 OG0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0929!UTM  17      -   0.99997832  x   0.99992406  =   0.99990238
 OG0929
 OG0929:                Primary Azimuth Mark                     Grid Az
 OG0929:UTM  17      -  REF MON 23 41 IWC                        117 16 44.3
 OG0929
 OG0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6230269361(NAD 83)
 OG0929
 OG0929|---------------------------------------------------------------------|
 OG0929| PID    Reference Object                     Distance      Geod. Az  |
 OG0929|                                                           dddmmss.s |
 OG0929| OG0724 REF MON 23 41 IWC                   APPROX. 0.9 KM 1183824.4 |
 OG0929| OG0930 BAILEY IWC                           11.181 METERS 25931     |
 OG0929|---------------------------------------------------------------------|
 OG0929
 OG0929                          SUPERSEDED SURVEY CONTROL
 OG0929
 OG0929  NAD 83(1986)-  43 03 34.57288(N)    079 00 24.70744(W) AD(       ) 2
 OG0929  NAD 27      -  43 03 34.36907(N)    079 00 25.55611(W) AD(       ) 2
 OG0929  NGVD 29 (07/19/86)  174.7    (m)          573.     (f) VERT ANG       
 OG0929
 OG0929.Superseded values are not recommended for survey control.
 OG0929
 OG0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0929.See file dsdata.pdf to determine how the superseded data were derived.
 OG0929
 OG0929_MARKER: Z = SEE DESCRIPTION
 OG0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0929+STABILITY: SURFACE MOTION
 OG0929
 OG0929  HISTORY     - Date     Condition        Report By
 OG0929  HISTORY     - 1912     MONUMENTED       IWC
 OG0929  HISTORY     - 1941     GOOD             IBC
 OG0929  HISTORY     - 1973     GOOD             IBC
 OG0929
 OG0929                          STATION DESCRIPTION
 OG0929
 OG0929'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1912 (JLS)
 OG0929'THE STATION IS CONSTRUCTED IN THE FORM OF THE FRUSTUM OF A CONE WITH
 OG0929'A HEMISPHERICAL TOP.  THESE MONUMENTS ARE 2-1/2 FEET HIGH, 2 FEET IN
 OG0929'DIAMETER AT THE BASE, 1-1/2 FEET IN DIAMETER AT THE TOP, AND WITH A
 OG0929'RADIUS FOR THE HEMISPHERICAL CROWN OF 9 INCHES.  THE CONCRETE
 OG0929'FOUNDATIONS EXTEND 5 FEET BELOW THE SURFACE EXCEPT WHERE SOLID ROCK
 OG0929'OCCURS AT A LESSER DEPTH, WHEN THE MONUMENT IS BUILT ON AND BONDED TO
 OG0929'THE ROCK BY SEVERAL IRON PINS.  EACH MONUMENT HAS ITS CENTER MARKED
 OG0929'BY A BRASS PLUG 3/4 INCH IN DIAMETER, WITH A SMALL DRILL HOLE IN THE
 OG0929'CENTER, AND EACH MONUMENT HAS A NUMBER CAST IN THE SIDE.
 OG0929
 OG0929                          STATION RECOVERY (1941)
 OG0929
 OG0929'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 OG0929'ON THE CANADIAN SIDE OF THE BOUNDARY, ON THE NORTHEASTERN - MOST
 OG0929'SHORE OF NAVY ISLAND.  THE MONUMENT WAS FOUND IN GOOD CONDITION.
 OG0929'MONUMENT 23 AND MARKED TRIANGULATION
 OG0929'STATIONS---LOWER-SUB---,---BOOM-I.W.C.---, AND---BAILEY-I.W.C.---ARE
 OG0929'VISIBLE FROM THE MONUMENT.
 OG0929
 OG0929                          STATION RECOVERY (1973)
 OG0929
 OG0929'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1973 (CRM)
 OG0929'THE REFERENCE MONUMENT WAS RECOVERED AND FOUND IN GOOD CONDITION.
 OG0929'A NEW DESCRIPTION FOLLOWS.
 OG0929'
 OG0929'THE MONUMENT IS LOCATED ON THE NORTHEAST SIDE OF NAVY ISLAND.
 OG0929'
 OG0929'TO REACH THE MONUMENT FROM THE JUNCTION OF INTERSTATE HIGHWAY 190
 OG0929'AND WEST RIVER PARKWAY ON GRAND ISLAND, THIS IS THE MOST NORTHERLY
 OG0929'INTERCHANGE ON GRAND ISLAND, GO WEST ON WEST RIVER PARKWAY FOR 0.35
 OG0929'MILE TO A PUMPING STATION ON THE RIGHT AND THE END OF TRUCK TRAVEL.
 OG0929'FROM THE PUMPING STATION TAKE A BOAT ON A MAGNETIC BEARING OF
 OG0929'N50 DEGREES W FOR ABOUT 1/2 MILE TO THE NORTHEAST SIDE OF NAVY
 OG0929'ISLAND AND THE MONUMENT.
 OG0929'
 OG0929'THE MONUMENT IS A CONE - SHAPED, CONCRETE STRUCTURE WITH A
 OG0929'HEMISPHERICAL TOP.  THE MONUMENT IS 2 FEET IN DIAMETER AT THE BASE,
 OG0929'1-1/2 FEET IN DIAMETER AT THE TOP, WITH A RADIUS FOR THE
 OG0929'HEMISPHERICAL CROWN OF 9 INCHES, AND IT PROJECTS 2-1/2 FEET.  THERE
 OG0929'IS A 3/4 - INCH IN DIAMETER, CENTER - DRILLED, BRASS PLUG IN THE
 OG0929'TOP AND 22 IS CAST IN THE SIDE OF THE MONUMENT.  IT IS 73 FEET
 OG0929'SOUTH - SOUTHEAST OF A DOUBLE TRUNK, BLAZED BLACK LOCUST TREE AND
 OG0929'71 FEET SOUTHWEST OF THE RIVER BANK.  A CHANNEL MARKER LIGHT LIES
 OG0929'N70 DEGREES W (MAGNETIC) OF THE MONUMENT.
 OG0929'
 OG0929'THIS MONUMENT IS ON PROPERTY ADMINISTERED BY THE NIAGARA PARKS
 OG0929'COMMISSION.  OBTAIN THEIR PERMISSION BEFORE VISITING THE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0745 ***********************************************************************
 RJ0745  DESIGNATION -  REF MON 23 IWC 1911
 RJ0745  PID         -  RJ0745
 RJ0745  STATE/COUNTY-  ON/ALGOMA
 RJ0745  COUNTRY     -  CANADA
 RJ0745  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ0745
 RJ0745                         *CURRENT SURVEY CONTROL
 RJ0745  ______________________________________________________________________
 RJ0745* NAD 83(1986) POSITION- 46 30 32.50883(N) 084 05 54.42326(W)   ADJUSTED
 RJ0745* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0745  ______________________________________________________________________
 RJ0745  GEOID HEIGHT    -        -37.229 (meters)                     EGM08
 RJ0745  HORZ ORDER      -  THIRD
 RJ0745
 RJ0745.The positional and height information provided upon this datasheet are not
 RJ0745.officially recognized by the Government of Canada, provincial governments
 RJ0745.within Canada, nor are they intended to replace or substitute for them.
 RJ0745.The intent of sharing this data is to allow access to positions or heights
 RJ0745.recognized by the United States Government. Passive control that is used by
 RJ0745.both nations may share the same or similar designations or descriptions but
 RJ0745.do not share official positions or heights. The 'Station Description' may
 RJ0745.originate from a Canadian 'Station Report' and if so contains information
 RJ0745.licensed under the 'Open Government License - Canada'.
 RJ0745
 RJ0745.The horizontal coordinates were established by classical geodetic methods
 RJ0745.and adjusted by the National Geodetic Survey in July 1986.
 RJ0745
 RJ0745.The orthometric height was scaled from a topographic map.
 RJ0745
 RJ0745.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0745
 RJ0745.Click photographs - Photos may exist for this station.
 RJ0745
 RJ0745. The following values were computed from the NAD 83(1986) position.
 RJ0745
 RJ0745;                    North         East     Units Scale Factor Converg.
 RJ0745;UTM  16      - 5,154,697.593   722,599.575   MT  1.00020911   +2 06 21.2
 RJ0745
 RJ0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0745!UTM  16      -   0.99997824  x   1.00020911  =   1.00018735
 RJ0745
 RJ0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2259954697(NAD 83)
 RJ0745
 RJ0745                          SUPERSEDED SURVEY CONTROL
 RJ0745
 RJ0745  NAD 27      -  46 30 32.42500(N)    084 05 54.32700(W) AD(       ) 3
 RJ0745
 RJ0745.Superseded values are not recommended for survey control.
 RJ0745
 RJ0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0745.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0745
 RJ0745_MARKER: Z = SEE DESCRIPTION
 RJ0745_SETTING: 0 = UNSPECIFIED SETTING
 RJ0745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0745
 RJ0745  HISTORY     - Date     Condition        Report By
 RJ0745  HISTORY     - 1911     MONUMENTED       IWC
 RJ0745  HISTORY     - 1976     GOOD             IBC
 RJ0745
 RJ0745                          STATION DESCRIPTION
 RJ0745
 RJ0745'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1911
 RJ0745'ON SAND ISLAND, AT THE ENTRACE TO LAKE GEORGE, 3/4 MILE FROM THE
 RJ0745'SW CORNER OF THE ISLAND, AND 1 MILE NE OF THE BRIDGE ACROSS THE
 RJ0745'ENTRACE TO ECHO BAY.  IT IS 400 FEET IN FROM THE BUSHES ALONG THE
 RJ0745'SHORE AT LOW WATER, ON A SAND RIDGE IN AN OPEN FIELD.  IT IS 70
 RJ0745'FEET E OF THE HIGH - WATER LINE.  A CLUMP OF MAPLE TREES IS 30 FEET
 RJ0745'N, ACROSS AN OLD WOODS ROAD TO THE SHORE USED TO HAUL SAID.  IN
 RJ0745'GOOD CONDITION.  SEES STATION CLARE AND BY A LOT OF CUTTING OR FROM
 RJ0745'THE ECCENTRIC THE FOLLOWING MARKED TRIANGULATION STATIONS CAN BE
 RJ0745'SEEN--42 (U S L S), SOD R M, AND WILMAR.  STATION CLARE CAN BE USED
 RJ0745'IN PLACE OF THE MONUMENT.
 RJ0745
 RJ0745                          STATION RECOVERY (1976)
 RJ0745
 RJ0745'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (FXP)
 RJ0745'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 OG0934 ***********************************************************************
 OG0934  DESIGNATION -  REF MON 24 41 IWC
 OG0934  PID         -  OG0934
 OG0934  STATE/COUNTY-  ON/NIAGARA
 OG0934  COUNTRY     -  CANADA
 OG0934  NTS MAPSHEET-  NIAGARA (2020)
 OG0934
 OG0934                         *CURRENT SURVEY CONTROL
 OG0934  ______________________________________________________________________
 OG0934* NAD 83(1996) POSITION- 43 02 55.79680(N) 079 00 35.30188(W)   ADJUSTED
 OG0934* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 OG0934  ______________________________________________________________________
 OG0934  GEOID HEIGHT    -        -36.239 (meters)                     EGM08
 OG0934  HORZ ORDER      -  THIRD
 OG0934
 OG0934.The positional and height information provided upon this datasheet are not
 OG0934.officially recognized by the Government of Canada, provincial governments
 OG0934.within Canada, nor are they intended to replace or substitute for them.
 OG0934.The intent of sharing this data is to allow access to positions or heights
 OG0934.recognized by the United States Government. Passive control that is used by
 OG0934.both nations may share the same or similar designations or descriptions but
 OG0934.do not share official positions or heights. The 'Station Description' may
 OG0934.originate from a Canadian 'Station Report' and if so contains information
 OG0934.licensed under the 'Open Government License - Canada'.
 OG0934
 OG0934.The horizontal coordinates were established by classical geodetic methods
 OG0934.and adjusted by the National Geodetic Survey in January 1999.
 OG0934
 OG0934.The orthometric height was scaled from a topographic map.
 OG0934
 OG0934.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0934
 OG0934.Click photographs - Photos may exist for this station.
 OG0934
 OG0934. The following values were computed from the NAD 83(1996) position.
 OG0934
 OG0934;                    North         East     Units Scale Factor Converg.
 OG0934;UTM  17      - 4,768,159.666   662,091.179   MT  0.99992322   +1 21 31.8
 OG0934
 OG0934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0934!UTM  17      -   0.99997811  x   0.99992322  =   0.99990133
 OG0934
 OG0934:                Primary Azimuth Mark                     Grid Az
 OG0934:UTM  17      -  COBB                                     151 41 31.0
 OG0934
 OG0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6209168159(NAD 83)
 OG0934
 OG0934|---------------------------------------------------------------------|
 OG0934| PID    Reference Object                     Distance      Geod. Az  |
 OG0934|                                                           dddmmss.s |
 OG0934| OG0932 NAVY SUB IBC                         33.638 METERS 11250     |
 OG0934| OG0923 GRAND IS BARN WEST CUPOLA           APPROX. 0.8 KM 1181949.6 |
 OG0934| OG0927 COBB                                APPROX. 0.9 KM 1530302.8 |
 OG0934|---------------------------------------------------------------------|
 OG0934
 OG0934                          SUPERSEDED SURVEY CONTROL
 OG0934
 OG0934  NAD 83(1986)-  43 02 55.80263(N)    079 00 35.29976(W) AD(       ) 3
 OG0934  NAD 27      -  43 02 55.59860(N)    079 00 36.14480(W) AD(       ) 3
 OG0934
 OG0934.Superseded values are not recommended for survey control.
 OG0934
 OG0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0934.See file dsdata.pdf to determine how the superseded data were derived.
 OG0934
 OG0934_MARKER: Z = SEE DESCRIPTION
 OG0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OG0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OG0934+STABILITY: SURFACE MOTION
 OG0934
 OG0934  HISTORY     - Date     Condition        Report By
 OG0934  HISTORY     - 1912     MONUMENTED       IWC
 OG0934  HISTORY     - 1941     GOOD             IBC
 OG0934  HISTORY     - 1967     MARK NOT FOUND   IBC
 OG0934  HISTORY     - 1970     POOR             IBC
 OG0934
 OG0934                          STATION DESCRIPTION
 OG0934
 OG0934'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1912 (JLS)
 OG0934'THE STATION IS CONSTRUCTED IN THE FORM OF THE FRUSTUM OF A CONE WITH
 OG0934'A HEMISPHERICAL TOP.  THESE MONUMENTS ARE 2-1/2 FEET HIGH, 2 FEET IN
 OG0934'DIAMETER AT THE BASE, 1-1/2 FEET IN DIAMETER AT THE TOP, AND WITH A
 OG0934'RADIUS FOR THE HEMISPHERICAL CROWN OF 9 INCHES.  THE CONCRETE
 OG0934'FOUNDATIONS EXTEND 5 FEET BELOW THE SURFACE EXCEPT WHERE SOLID ROCK
 OG0934'OCCURS AT A LESSER DEPTH, WHEN THE MONUMENT IS BUILT ON AND BONDED TO
 OG0934'THE ROCK BY SEVERAL IRON PINS.  EACH MONUMENT HAS ITS CENTER MARKED
 OG0934'BY A BRASS PLUG 3/4 INCH IN DIAMETER, WITH A SMALL DRILL HOLE IN THE
 OG0934'CENTER, AND EACH MONUMENT HAS A NUMBER CAST IN THE SIDE.
 OG0934
 OG0934                          STATION RECOVERY (1941)
 OG0934
 OG0934'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 OG0934'ON THE CANADIAN SIDE OF THE BOUNDARY ON THE SOUTH END OF NAVY ISLAND.
 OG0934'THE MONUMENT WAS FOUND IN GOOD CONDITION.  THE GROUND AROUND THE
 OG0934'MONUMENT HAD RECEDED ABOUT 2 INCHES, BUT THE MONUMENT WAS FIRMLY IN
 OG0934'PLACE.  MONUMENT 25 (1941) AND MARKED TRIANGULATION
 OG0934'STATIONS---COBB-I.W.C.---, ---WOODPILE-I.W.C.---, AND
 OG0934'---SPRUCE-I.W.C.---CAN BE SEEN FROM THE MONUMENT.  REPORTED LOST.
 OG0934
 OG0934                          STATION RECOVERY (1967)
 OG0934
 OG0934'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1967 (HGD)
 OG0934'THE REFERENCE MONUMENT WAS NOT RECOVERED.  REFERENCE MONUMENT 24 - 67
 OG0934'WAS ESTABLISHED AT THIS TIME.  SEE DESCRIPTION THEREOF.
 OG0934
 OG0934                          STATION RECOVERY (1970)
 OG0934
 OG0934'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1970 (FXP)
 OG0934'THE MONUMENT WAS RECOVERED, BUT IS SLIGHTLY TIPPED AND THE BANK IS
 OG0934'ERODING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0749 ***********************************************************************
 RJ0749  DESIGNATION -  REF MON 24 IBC ECC 1943
 RJ0749  PID         -  RJ0749
 RJ0749  STATE/COUNTY-  ON/ALGOMA
 RJ0749  COUNTRY     -  CANADA
 RJ0749  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ0749
 RJ0749                         *CURRENT SURVEY CONTROL
 RJ0749  ______________________________________________________________________
 RJ0749* NAD 83(1986) POSITION- 46 31 12.76932(N) 084 07 11.32433(W)   ADJUSTED
 RJ0749* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0749  ______________________________________________________________________
 RJ0749  GEOID HEIGHT    -        -37.229 (meters)                     EGM08
 RJ0749  HORZ ORDER      -  THIRD
 RJ0749
 RJ0749.The positional and height information provided upon this datasheet are not
 RJ0749.officially recognized by the Government of Canada, provincial governments
 RJ0749.within Canada, nor are they intended to replace or substitute for them.
 RJ0749.The intent of sharing this data is to allow access to positions or heights
 RJ0749.recognized by the United States Government. Passive control that is used by
 RJ0749.both nations may share the same or similar designations or descriptions but
 RJ0749.do not share official positions or heights. The 'Station Description' may
 RJ0749.originate from a Canadian 'Station Report' and if so contains information
 RJ0749.licensed under the 'Open Government License - Canada'.
 RJ0749
 RJ0749.The horizontal coordinates were established by classical geodetic methods
 RJ0749.and adjusted by the National Geodetic Survey in July 1986.
 RJ0749
 RJ0749.The orthometric height was scaled from a topographic map.
 RJ0749
 RJ0749.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0749
 RJ0749.Click photographs - Photos may exist for this station.
 RJ0749
 RJ0749. The following values were computed from the NAD 83(1986) position.
 RJ0749
 RJ0749;                    North         East     Units Scale Factor Converg.
 RJ0749;UTM  16      - 5,155,880.148   720,915.494   MT  1.00019993   +2 05 26.7
 RJ0749
 RJ0749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0749!UTM  16      -   0.99997824  x   1.00019993  =   1.00017817
 RJ0749
 RJ0749:                Primary Azimuth Mark                     Grid Az
 RJ0749:UTM  16      -  ARMY                                     169 21 37.5
 RJ0749
 RJ0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2091555880(NAD 83)
 RJ0749
 RJ0749|---------------------------------------------------------------------|
 RJ0749| PID    Reference Object                     Distance      Geod. Az  |
 RJ0749|                                                           dddmmss.s |
 RJ0749| RJ0748 REF MON 24                           16.336 METERS 05221     |
 RJ0749| RJ0761 ARMY                                411.612 METERS 1712704.2 |
 RJ0749| RJ0757 RJ0757                              370.997 METERS 22006     |
 RJ0749| RJ0750 HICKLER                             187.086 METERS 23424     |
 RJ0749| RJ0758 SPRUCE                              318.189 METERS 26441     |
 RJ0749| RJ0755 ELGIE                               219.409 METERS 30240     |
 RJ0749|---------------------------------------------------------------------|
 RJ0749
 RJ0749                          SUPERSEDED SURVEY CONTROL
 RJ0749
 RJ0749  NAD 27      -  46 31 12.68300(N)    084 07 11.21800(W) AD(       ) 3
 RJ0749
 RJ0749.Superseded values are not recommended for survey control.
 RJ0749
 RJ0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0749.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0749
 RJ0749_MARKER: DD = SURVEY DISK
 RJ0749_SETTING: 0 = UNSPECIFIED SETTING
 RJ0749
 RJ0749  HISTORY     - Date     Condition        Report By
 RJ0749  HISTORY     - 1911     MONUMENTED       IWC
 RJ0749  HISTORY     - 1976     GOOD             IBC
 RJ0749
 RJ0749                          STATION DESCRIPTION
 RJ0749
 RJ0749'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1911
 RJ0749'ON SQUIRREL ISLAND OPPOSITE OLD CHURCHVILLE, SUGAR ISLAND, ABOUT 725
 RJ0749'FEET SE OF ELGIES HOUSE.  IT IS IN THE WOODS, 60 FEET BACK FROM
 RJ0749'HIGH - WATER MARK, ABOUT 2 FEET ABOVE, AND ABOUT 50 FEET S OF A NEW
 RJ0749'SUMMER COTTAGE.
 RJ0749'
 RJ0749'THE MONUMENT IS IN GOOD CONDITION AND WILL SEE OPPOSITE SIDE OF RIVER
 RJ0749'WITH CLEARING OUT BRUSH.  IT WAS OCCUPIED ECCENTRICALLY AT A POINT
 RJ0749'6 FEET BACK FROM HIGH - WATER LINE THAT IS 16.336 METERS (53.60 FEET)
 RJ0749'FROM THE MONUMENT, S 52 DEG 20 MIN W.
 RJ0749
 RJ0749                          STATION RECOVERY (1976)
 RJ0749
 RJ0749'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (FXP)
 RJ0749'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0764 ***********************************************************************
 RJ0764  DESIGNATION -  REF MON 25 IWC 1911
 RJ0764  PID         -  RJ0764
 RJ0764  STATE/COUNTY-  ON/ALGOMA
 RJ0764  COUNTRY     -  CANADA
 RJ0764  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ0764
 RJ0764                         *CURRENT SURVEY CONTROL
 RJ0764  ______________________________________________________________________
 RJ0764* NAD 83(1986) POSITION- 46 31 53.94198(N) 084 07 35.65790(W)   ADJUSTED
 RJ0764* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0764  ______________________________________________________________________
 RJ0764  GEOID HEIGHT    -        -37.227 (meters)                     EGM08
 RJ0764  HORZ ORDER      -  THIRD
 RJ0764
 RJ0764.The positional and height information provided upon this datasheet are not
 RJ0764.officially recognized by the Government of Canada, provincial governments
 RJ0764.within Canada, nor are they intended to replace or substitute for them.
 RJ0764.The intent of sharing this data is to allow access to positions or heights
 RJ0764.recognized by the United States Government. Passive control that is used by
 RJ0764.both nations may share the same or similar designations or descriptions but
 RJ0764.do not share official positions or heights. The 'Station Description' may
 RJ0764.originate from a Canadian 'Station Report' and if so contains information
 RJ0764.licensed under the 'Open Government License - Canada'.
 RJ0764
 RJ0764.The horizontal coordinates were established by classical geodetic methods
 RJ0764.and adjusted by the National Geodetic Survey in July 1986.
 RJ0764
 RJ0764.The orthometric height was scaled from a topographic map.
 RJ0764
 RJ0764.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0764
 RJ0764.Click photographs - Photos may exist for this station.
 RJ0764
 RJ0764. The following values were computed from the NAD 83(1986) position.
 RJ0764
 RJ0764;                    North         East     Units Scale Factor Converg.
 RJ0764;UTM  16      - 5,157,131.990   720,350.778   MT  1.00019686   +2 05 10.5
 RJ0764
 RJ0764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0764!UTM  16      -   0.99997824  x   1.00019686  =   1.00017510
 RJ0764
 RJ0764:                Primary Azimuth Mark                     Grid Az
 RJ0764:UTM  16      -  ELGIE                                    161 45 34.5
 RJ0764
 RJ0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2035057131(NAD 83)
 RJ0764
 RJ0764|---------------------------------------------------------------------|
 RJ0764| PID    Reference Object                     Distance      Geod. Az  |
 RJ0764|                                                           dddmmss.s |
 RJ0764| RJ0755 ELGIE                               APPROX. 1.2 KM 1635045.0 |
 RJ0764| RJ0785 GARDEN RIVER ST JOHNS CH CROSS      APPROX. 2.6 KM 2654304.1 |
 RJ0764|---------------------------------------------------------------------|
 RJ0764
 RJ0764                          SUPERSEDED SURVEY CONTROL
 RJ0764
 RJ0764  NAD 27      -  46 31 53.85491(N)    084 07 35.54964(W) AD(       ) 3
 RJ0764
 RJ0764.Superseded values are not recommended for survey control.
 RJ0764
 RJ0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0764.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0764
 RJ0764_MARKER: Z = SEE DESCRIPTION
 RJ0764_SETTING: 0 = UNSPECIFIED SETTING
 RJ0764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0764
 RJ0764  HISTORY     - Date     Condition        Report By
 RJ0764  HISTORY     - 1911     MONUMENTED       IWC
 RJ0764  HISTORY     - 1976     GOOD             IBC
 RJ0764
 RJ0764                          STATION DESCRIPTION
 RJ0764
 RJ0764'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1911
 RJ0764'ABOUT 1-1/2 MILES E OF GARDEN RIVER, ON S SIDE OF ONTARIO HIGHWAY
 RJ0764'17, AND 38.3 FEET S OF EDGE OF CONCRETE PAYMENT OF HIGHWAY.  IT IS
 RJ0764'ABOUT 50 FEET N OF TOP OF RIVER BANK, 70 FEET FROM WATER, AND 15
 RJ0764'FEET ABOVE.
 RJ0764'
 RJ0764'THE MONUMENT IS IN GOOD CONDITION AND IS INTERVISIBLE ON BOTH SIDES
 RJ0764'OF THE RIVER.
 RJ0764
 RJ0764                          STATION RECOVERY (1976)
 RJ0764
 RJ0764'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (FXP)
 RJ0764'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0826 ***********************************************************************
 RJ0826  DESIGNATION -  REF MON 31 IWC 1911
 RJ0826  PID         -  RJ0826
 RJ0826  STATE/COUNTY-  ON/ALGOMA
 RJ0826  COUNTRY     -  CANADA
 RJ0826  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ0826
 RJ0826                         *CURRENT SURVEY CONTROL
 RJ0826  ______________________________________________________________________
 RJ0826* NAD 83(1986) POSITION- 46 30 13.08319(N) 084 15 30.29529(W)   ADJUSTED
 RJ0826* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0826  ______________________________________________________________________
 RJ0826  GEOID HEIGHT    -        -37.189 (meters)                     EGM08
 RJ0826  HORZ ORDER      -  THIRD
 RJ0826
 RJ0826.The positional and height information provided upon this datasheet are not
 RJ0826.officially recognized by the Government of Canada, provincial governments
 RJ0826.within Canada, nor are they intended to replace or substitute for them.
 RJ0826.The intent of sharing this data is to allow access to positions or heights
 RJ0826.recognized by the United States Government. Passive control that is used by
 RJ0826.both nations may share the same or similar designations or descriptions but
 RJ0826.do not share official positions or heights. The 'Station Description' may
 RJ0826.originate from a Canadian 'Station Report' and if so contains information
 RJ0826.licensed under the 'Open Government License - Canada'.
 RJ0826
 RJ0826.The horizontal coordinates were established by classical geodetic methods
 RJ0826.and adjusted by the National Geodetic Survey in July 1986.
 RJ0826
 RJ0826.The orthometric height was scaled from a topographic map.
 RJ0826
 RJ0826.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0826
 RJ0826.Click photographs - Photos may exist for this station.
 RJ0826
 RJ0826. The following values were computed from the NAD 83(1986) position.
 RJ0826
 RJ0826;                    North         East     Units Scale Factor Converg.
 RJ0826;UTM  16      - 5,153,659.259   710,348.831   MT  1.00014391   +1 59 22.3
 RJ0826
 RJ0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0826!UTM  16      -   0.99997824  x   1.00014391  =   1.00012215
 RJ0826
 RJ0826:                Primary Azimuth Mark                     Grid Az
 RJ0826:UTM  16      -  CHARLES IBC 1943                         017 23 31.4
 RJ0826
 RJ0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1034853659(NAD 83)
 RJ0826
 RJ0826|---------------------------------------------------------------------|
 RJ0826| PID    Reference Object                     Distance      Geod. Az  |
 RJ0826|                                                           dddmmss.s |
 RJ0826| RJ0825 CHARLES IBC 1943                    496.507 METERS 0192253.7 |
 RJ0826| RJ0827 20 USLS                              51.677 METERS 24041     |
 RJ0826|---------------------------------------------------------------------|
 RJ0826
 RJ0826                          SUPERSEDED SURVEY CONTROL
 RJ0826
 RJ0826  NAD 27      -  46 30 13.00700(N)    084 15 30.15900(W) AD(       ) 3
 RJ0826
 RJ0826.Superseded values are not recommended for survey control.
 RJ0826
 RJ0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0826.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0826
 RJ0826_MARKER: Z = SEE DESCRIPTION
 RJ0826_SETTING: 0 = UNSPECIFIED SETTING
 RJ0826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0826
 RJ0826  HISTORY     - Date     Condition        Report By
 RJ0826  HISTORY     - 1911     MONUMENTED       IWC
 RJ0826  HISTORY     - 1958     GOOD             IBC
 RJ0826  HISTORY     - 1976     MARK NOT FOUND   IBC
 RJ0826
 RJ0826                          STATION DESCRIPTION
 RJ0826
 RJ0826'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1911
 RJ0826'OPPOSITE CASS POINT, SUGAR ISLAND.  NEAR S END OF A FIELD OF A
 RJ0826'DESERTED FARM, ABOUT 370 FEET N OF EDGE OF WOODS.  IT IS ABOUT 200
 RJ0826'FEET BACK FROM HIGH - WATER MARK AND ABOUT 4 FEET ABOVE THE
 RJ0826'HIGH - WATER MARK.  IT IS ABOUT 60 FEET E MIDWAY FROM A LINE
 RJ0826'JOINING TWO 24-INCH ELM TREES.
 RJ0826
 RJ0826                          STATION RECOVERY (1958)
 RJ0826
 RJ0826'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0826'THE MONUMENT WAS PLUMBED AND IS IN GOOD CONDITION.  IT IS A
 RJ0826'TRIANGULATION STATION OF THE 1943 WORK AND SEE STATIONS CHARLES,
 RJ0826'CASS, AND ROY.
 RJ0826'
 RJ0826'STATION 20 (U S L S) IS 169.55 FEET FROM MONUMENT,
 RJ0826'S 60 DEG 41 MIN W.
 RJ0826
 RJ0826                          STATION RECOVERY (1976)
 RJ0826
 RJ0826'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (FXP)
 RJ0826'MONUMENT NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1025 ***********************************************************************
 RJ1025  DESIGNATION -  REF MON 34 IWC 1911
 RJ1025  PID         -  RJ1025
 RJ1025  STATE/COUNTY-  ON/ALGOMA
 RJ1025  COUNTRY     -  CANADA
 RJ1025  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ1025
 RJ1025                         *CURRENT SURVEY CONTROL
 RJ1025  ______________________________________________________________________
 RJ1025* NAD 83(1986) POSITION- 46 29 43.50572(N) 084 17 50.87633(W)   ADJUSTED
 RJ1025* NAVD 88 ORTHO HEIGHT -   178.6   (meters)      586.    (feet) VERTCON
 RJ1025  ______________________________________________________________________
 RJ1025  GEOID HEIGHT    -        -37.150 (meters)                     EGM08
 RJ1025  HORZ ORDER      -  THIRD
 RJ1025
 RJ1025.The positional and height information provided upon this datasheet are not
 RJ1025.officially recognized by the Government of Canada, provincial governments
 RJ1025.within Canada, nor are they intended to replace or substitute for them.
 RJ1025.The intent of sharing this data is to allow access to positions or heights
 RJ1025.recognized by the United States Government. Passive control that is used by
 RJ1025.both nations may share the same or similar designations or descriptions but
 RJ1025.do not share official positions or heights. The 'Station Description' may
 RJ1025.originate from a Canadian 'Station Report' and if so contains information
 RJ1025.licensed under the 'Open Government License - Canada'.
 RJ1025
 RJ1025.The horizontal coordinates were established by classical geodetic methods
 RJ1025.and adjusted by the National Geodetic Survey in July 1986.
 RJ1025
 RJ1025.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1025
 RJ1025.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1025
 RJ1025.Click photographs - Photos may exist for this station.
 RJ1025
 RJ1025. The following values were computed from the NAD 83(1986) position.
 RJ1025
 RJ1025;                    North         East     Units Scale Factor Converg.
 RJ1025;UTM  16      - 5,152,643.049   707,384.059   MT  1.00012868   +1 57 39.2
 RJ1025
 RJ1025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1025!UTM  16      -   0.99997783  x   1.00012868  =   1.00010651
 RJ1025
 RJ1025:                Primary Azimuth Mark                     Grid Az
 RJ1025:UTM  16      -  SHINGWAUK HOME CHURCH SPIRE              049 25 23.8
 RJ1025
 RJ1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0738452643(NAD 83)
 RJ1025
 RJ1025|---------------------------------------------------------------------|
 RJ1025| PID    Reference Object                     Distance      Geod. Az  |
 RJ1025|                                                           dddmmss.s |
 RJ1025| RJ0828 SHINGWAUK HOME CHURCH SPIRE         APPROX. 1.0 KM 0512303.0 |
 RJ1025| RJ1008 BAYFIELD ROCK FRONT RANGE LT        APPROX. 1.3 KM 1232250.6 |
 RJ1025| RJ1011 BOULDERS                            APPROX. 0.5 KM 1822150.5 |
 RJ1025| RJ1026 14 RIPLEY USLS 1893                   4.674 METERS 20538     |
 RJ1025| RJ1038 SAULT STE MARIE CABLE TV MAST       APPROX. 3.1 KM 2484708.2 |
 RJ1025| RJ1042 SAULT STE MARIE RADIO TOWER         APPROX. 5.1 KM 2603423.2 |
 RJ1025| RJ1016 SAULT STE MARIE BREWERY F POLE      APPROX. 2.1 KM 2641311.3 |
 RJ1025| RJ1021 SAULT STE MARIE WATER TOWER         APPROX. 4.7 KM 2642923.5 |
 RJ1025| RJ1040 SAULT STE MARIE OBS TR F POLE       APPROX. 3.3 KM 2751347.8 |
 RJ1025| RJ1018 SAULT STE MARIE ST MARYS SPIRE      APPROX. 3.4 KM 2753343.0 |
 RJ1025| RJ1013 ZOO                                 APPROX. 0.5 KM 3310716.5 |
 RJ1025|---------------------------------------------------------------------|
 RJ1025
 RJ1025                          SUPERSEDED SURVEY CONTROL
 RJ1025
 RJ1025  NAD 27      -  46 29 43.43200(N)    084 17 50.73900(W) AD(       ) 3
 RJ1025  NGVD 29 (07/19/86)  178.6    (m)          586.     (f) VERT ANG       
 RJ1025
 RJ1025.Superseded values are not recommended for survey control.
 RJ1025
 RJ1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1025.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1025
 RJ1025_MARKER: Z = SEE DESCRIPTION
 RJ1025_SETTING: 0 = UNSPECIFIED SETTING
 RJ1025_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1025
 RJ1025  HISTORY     - Date     Condition        Report By
 RJ1025  HISTORY     - 1911     MONUMENTED       IWC
 RJ1025  HISTORY     - 1976     GOOD             IBC
 RJ1025  HISTORY     - 1981     GOOD             NOS
 RJ1025
 RJ1025                          STATION DESCRIPTION
 RJ1025
 RJ1025'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1911
 RJ1025'ON TOPSAIL ISLAND IN ST MARYS RIVER, 1-1/2 MILES DOWNSTREAM FROM
 RJ1025'SAULT OF ISLAND, 20 FEET FROM E SHORE, AND 2 FEET ABOVE HIGH WATER
 RJ1025'(WATER WAS ABOUT 2 FEET FROM ABOVE NORMAL
 RJ1025'
 RJ1025'STATION 14 RIPLEY (U S L S) IS 15.34 FEET FROM THE MONUMENT,
 RJ1025'S 25 DEG 38 MIN W.
 RJ1025'
 RJ1025'MONUMENT IS IN GOOD CONDITION AND IS INTERVISIBLE WITH SHINGWAUK
 RJ1025'SPIRE, BAYFIELD ROCK FRONT RANGE, BREWERY FLAGPOLE, SAULT STE MARIE
 RJ1025'WATER TOWER, ZOO, PALUMBO, BOULDERS, AND WELCH.
 RJ1025
 RJ1025                          STATION RECOVERY (1976)
 RJ1025
 RJ1025'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (FXP)
 RJ1025'RECOVERED IN GOOD CONDITION.
 RJ1025
 RJ1025                          STATION RECOVERY (1981)
 RJ1025
 RJ1025'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ1025'THE STATION WAS RECOVERED AS DESCRIBED.  TOPSAIL ISLAND IS PART
 RJ1025'OF BELLEVIEW PARK.
 RJ1025'
 RJ1025'HEIGHT OF LIGHT ABOVE STATION WAS 0.83 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0868 ***********************************************************************
 RJ0868  DESIGNATION -  REF MON 38 IWC 1912
 RJ0868  PID         -  RJ0868
 RJ0868  STATE/COUNTY-  ON/ALGOMA
 RJ0868  COUNTRY     -  CANADA
 RJ0868  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ0868
 RJ0868                         *CURRENT SURVEY CONTROL
 RJ0868  ______________________________________________________________________
 RJ0868* NAD 83(1986) POSITION- 46 30 24.31961(N) 084 23 53.98550(W)   ADJUSTED
 RJ0868* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0868  ______________________________________________________________________
 RJ0868  GEOID HEIGHT    -        -37.032 (meters)                     EGM08
 RJ0868  HORZ ORDER      -  THIRD
 RJ0868
 RJ0868.The positional and height information provided upon this datasheet are not
 RJ0868.officially recognized by the Government of Canada, provincial governments
 RJ0868.within Canada, nor are they intended to replace or substitute for them.
 RJ0868.The intent of sharing this data is to allow access to positions or heights
 RJ0868.recognized by the United States Government. Passive control that is used by
 RJ0868.both nations may share the same or similar designations or descriptions but
 RJ0868.do not share official positions or heights. The 'Station Description' may
 RJ0868.originate from a Canadian 'Station Report' and if so contains information
 RJ0868.licensed under the 'Open Government License - Canada'.
 RJ0868
 RJ0868.The horizontal coordinates were established by classical geodetic methods
 RJ0868.and adjusted by the National Geodetic Survey in July 1986.
 RJ0868
 RJ0868.The orthometric height was scaled from a topographic map.
 RJ0868
 RJ0868.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0868
 RJ0868.Click photographs - Photos may exist for this station.
 RJ0868
 RJ0868. The following values were computed from the NAD 83(1986) position.
 RJ0868
 RJ0868;                    North         East     Units Scale Factor Converg.
 RJ0868;UTM  16      - 5,153,642.698   699,602.855   MT  1.00008975   +1 53 16.9
 RJ0868
 RJ0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0868!UTM  16      -   0.99997821  x   1.00008975  =   1.00006796
 RJ0868
 RJ0868:                Primary Azimuth Mark                     Grid Az
 RJ0868:UTM  16      -  CADILLAC S00 LUMBER CO CHIMNEY           141 28 08.8
 RJ0868
 RJ0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9960253642(NAD 83)
 RJ0868
 RJ0868|---------------------------------------------------------------------|
 RJ0868| PID    Reference Object                     Distance      Geod. Az  |
 RJ0868|                                                           dddmmss.s |
 RJ0868| RJ1021 SAULT STE MARIE WATER TOWER         APPROX. 3.5 KM 1192132.7 |
 RJ0868| RJ0867 REF MON 38 ECC                       14.363 METERS 12533     |
 RJ0868| RJ1057 CADILLAC S00 LUMBER CO CHIMNEY      APPROX. 2.5 KM 1432125.7 |
 RJ0868| RJ0869 VESSEL                              236.500 METERS 23726     |
 RJ0868|---------------------------------------------------------------------|
 RJ0868
 RJ0868                          SUPERSEDED SURVEY CONTROL
 RJ0868
 RJ0868  NAD 27      -  46 30 24.24800(N)    084 23 53.83200(W) AD(       ) 3
 RJ0868
 RJ0868.Superseded values are not recommended for survey control.
 RJ0868
 RJ0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0868.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0868
 RJ0868_MARKER: Z = SEE DESCRIPTION
 RJ0868_SETTING: 0 = UNSPECIFIED SETTING
 RJ0868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0868
 RJ0868  HISTORY     - Date     Condition        Report By
 RJ0868  HISTORY     - 1912     MONUMENTED       IWC
 RJ0868  HISTORY     - 1976     GOOD             IBC
 RJ0868
 RJ0868                          STATION DESCRIPTION
 RJ0868
 RJ0868'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1912
 RJ0868'ON THE MIDDLE POINT OF OLD VESSEL POINT, ABOUT 1/8 MILE NE OF STATION
 RJ0868'VESSEL, AND 1-1/2 MILES UPRIVER FROM THE ALGOMA STEEL PLANT.  THE
 RJ0868'MONUMENT IS BEHIND A NEW HOUSE, 8 FEET FROM THE NEAREST CORNER OF
 RJ0868'THE HOUSE, 40 FEET BACK NW FROM THE SHORE, AND 2 FEET ABOVE WATER.
 RJ0868'THE MONUMENT IS IN GOOD CONDITION AND IS INTERVISIBLE WITH VESSEL,
 RJ0868'SAULTE STE MARIE, MICHIGAN WATER TANK, AND CADILLAC - SOO LUMBER
 RJ0868'COMPANY CHIMNEY.
 RJ0868
 RJ0868                          STATION RECOVERY (1976)
 RJ0868
 RJ0868'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (FXP)
 RJ0868'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 PH2267 ***********************************************************************
 PH2267  DESIGNATION -  REF MON 4 IWC
 PH2267  PID         -  PH2267
 PH2267  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 PH2267  COUNTRY     -  CANADA
 PH2267  NTS MAPSHEET-  CORNWALL (2020)
 PH2267
 PH2267                         *CURRENT SURVEY CONTROL
 PH2267  ______________________________________________________________________
 PH2267* NAD 83(1996) POSITION- 45 00 15.05653(N) 074 42 08.28092(W)   ADJUSTED
 PH2267* NAVD 88 ORTHO HEIGHT -    45.    (meters)      148.    (feet) SCALED
 PH2267  ______________________________________________________________________
 PH2267  GEOID HEIGHT    -        -31.336 (meters)                     EGM08
 PH2267  HORZ ORDER      -  THIRD
 PH2267
 PH2267.The positional and height information provided upon this datasheet are not
 PH2267.officially recognized by the Government of Canada, provincial governments
 PH2267.within Canada, nor are they intended to replace or substitute for them.
 PH2267.The intent of sharing this data is to allow access to positions or heights
 PH2267.recognized by the United States Government. Passive control that is used by
 PH2267.both nations may share the same or similar designations or descriptions but
 PH2267.do not share official positions or heights. The 'Station Description' may
 PH2267.originate from a Canadian 'Station Report' and if so contains information
 PH2267.licensed under the 'Open Government License - Canada'.
 PH2267
 PH2267.The horizontal coordinates were established by classical geodetic methods
 PH2267.and adjusted by the National Geodetic Survey in January 1999.
 PH2267
 PH2267.The orthometric height was scaled from a topographic map.
 PH2267
 PH2267.Significant digits in the geoid height do not necessarily reflect accuracy.
 PH2267
 PH2267.Click photographs - Photos may exist for this station.
 PH2267
 PH2267. The following values were computed from the NAD 83(1996) position.
 PH2267
 PH2267;                    North         East     Units Scale Factor Converg.
 PH2267;UTM  18      - 4,983,458.111   523,461.587   MT  0.99960677   +0 12 37.9
 PH2267
 PH2267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2267!UTM  18      -   0.99999788  x   0.99960677  =   0.99960465
 PH2267
 PH2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ2346183458(NAD 83)
 PH2267
 PH2267                          SUPERSEDED SURVEY CONTROL
 PH2267
 PH2267  NAD 83(1986)-  45 00 15.04885(N)    074 42 08.28779(W) AD(       ) 3
 PH2267  NAD 27      -  45 00 14.86500(N)    074 42 09.66300(W) AD(       ) 3
 PH2267
 PH2267.Superseded values are not recommended for survey control.
 PH2267
 PH2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2267.See file dsdata.pdf to determine how the superseded data were derived.
 PH2267
 PH2267_MARKER: Z = SEE DESCRIPTION
 PH2267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH2267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH2267+STABILITY: SURFACE MOTION
 PH2267
 PH2267  HISTORY     - Date     Condition        Report By
 PH2267  HISTORY     - 1910     MONUMENTED       IBWC
 PH2267  HISTORY     - 1959     GOOD             IBC
 PH2267
 PH2267                          STATION DESCRIPTION
 PH2267
 PH2267'DESCRIBED BY INT BDRY WTR COMM 1910
 PH2267'ON THE CANADIAN SIDE OF THE BOUNDARY, ON A SMALL POINT ON THE SOUTH
 PH2267'SHORE OF CORNWALL ISLAND OPPOSITE AND ABOUT 3/4 MILE UPSTREAM FROM THE
 PH2267'MOUTH OF THE RAQUETTE RIVER.  IT IS INTERVISIBLE WITH REFERENCE
 PH2267'MONUMENTS 2 - 59, 3 - 59, AND 5, AND WITH STATIONS BOOTS, TWAIN, MOTT,
 PH2267'AND MCCREE.
 PH2267'
 PH2267'THE STATION MARK IS A 3/4 INCH BRASS PLUG, WITH A SMALL DRILL HOLE IN
 PH2267'THE CENTER, SET IN THE TOP OF A CONCRETE MONUMENT THAT IS IN THE FORM
 PH2267'OF A FRUSTRUM OF A CONE WITH A HEMISPHERICAL TOP.  THE CONCRETE
 PH2267'MONUMENT IS 2-1/2 FEET HIGH, 2 FEET IN DIAMETER AT THE BASE, 1-1/2
 PH2267'FEET IN DIAMETER AT THE TOP, AND WITH A RADIUS FOR THE HEMISPHERICAL
 PH2267'CROWN OF 9 INCHES.
 PH2267
 PH2267                          STATION RECOVERY (1959)
 PH2267
 PH2267'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PH2267'THE MONUMENT WAS FOUND IN GOOD CONDITION IN 1959.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1077 ***********************************************************************
 RJ1077  DESIGNATION -  REF MON 41 IWC 1912
 RJ1077  PID         -  RJ1077
 RJ1077  STATE/COUNTY-  ON/ALGOMA
 RJ1077  COUNTRY     -  CANADA
 RJ1077  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ1077
 RJ1077                         *CURRENT SURVEY CONTROL
 RJ1077  ______________________________________________________________________
 RJ1077* NAD 83(1986) POSITION- 46 27 52.46962(N) 084 28 32.57557(W)   ADJUSTED
 RJ1077* NAVD 88 ORTHO HEIGHT -   182.    (meters)      597.    (feet) SCALED
 RJ1077  ______________________________________________________________________
 RJ1077  GEOID HEIGHT    -        -36.958 (meters)                     EGM08
 RJ1077  HORZ ORDER      -  THIRD
 RJ1077
 RJ1077.The positional and height information provided upon this datasheet are not
 RJ1077.officially recognized by the Government of Canada, provincial governments
 RJ1077.within Canada, nor are they intended to replace or substitute for them.
 RJ1077.The intent of sharing this data is to allow access to positions or heights
 RJ1077.recognized by the United States Government. Passive control that is used by
 RJ1077.both nations may share the same or similar designations or descriptions but
 RJ1077.do not share official positions or heights. The 'Station Description' may
 RJ1077.originate from a Canadian 'Station Report' and if so contains information
 RJ1077.licensed under the 'Open Government License - Canada'.
 RJ1077
 RJ1077.The horizontal coordinates were established by classical geodetic methods
 RJ1077.and adjusted by the National Geodetic Survey in July 1986.
 RJ1077
 RJ1077.The orthometric height was scaled from a topographic map.
 RJ1077
 RJ1077.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1077
 RJ1077.Click photographs - Photos may exist for this station.
 RJ1077
 RJ1077. The following values were computed from the NAD 83(1986) position.
 RJ1077
 RJ1077;                    North         East     Units Scale Factor Converg.
 RJ1077;UTM  16      - 5,148,763.189   693,815.752   MT  1.00006177   +1 49 50.0
 RJ1077
 RJ1077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1077!UTM  16      -   0.99997726  x   1.00006177  =   1.00003903
 RJ1077
 RJ1077:                Primary Azimuth Mark                     Grid Az
 RJ1077:UTM  16      -  BIRCH POINT                              225 05 44.6
 RJ1077
 RJ1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9381548763(NAD 83)
 RJ1077
 RJ1077|---------------------------------------------------------------------|
 RJ1077| PID    Reference Object                     Distance      Geod. Az  |
 RJ1077|                                                           dddmmss.s |
 RJ1077| RJ1093 BRIMLEY TANK                        APPROX.10.1 KM 2263125.3 |
 RJ1077| RJ0252 BIRCH POINT                         APPROX. 5.0 KM 2265534.6 |
 RJ1077|---------------------------------------------------------------------|
 RJ1077
 RJ1077                          SUPERSEDED SURVEY CONTROL
 RJ1077
 RJ1077  NAD 27      -  46 27 52.39800(N)    084 28 32.40600(W) AD(       ) 3
 RJ1077
 RJ1077.Superseded values are not recommended for survey control.
 RJ1077
 RJ1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1077.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1077
 RJ1077_MARKER: Z = SEE DESCRIPTION
 RJ1077_SETTING: 0 = UNSPECIFIED SETTING
 RJ1077_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1077
 RJ1077  HISTORY     - Date     Condition        Report By
 RJ1077  HISTORY     - 1912     MONUMENTED       IWC
 RJ1077  HISTORY     - 1976     GOOD             IBC
 RJ1077  HISTORY     - 1981     GOOD             NOS
 RJ1077
 RJ1077                          STATION DESCRIPTION
 RJ1077
 RJ1077'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1912
 RJ1077'ON THE S SIDE OF POINT LOUISE WHICH IS THE S POINT OF POINTE AUX
 RJ1077'PINS AT THE SOURCE OF ST MARYS RIVER.  THE MONUMENT IS ABOUT 750
 RJ1077'FEET W FROM THE END OF THE POINT, 70 FEET BACK FROM THE SHORE, AND
 RJ1077'ABOUT 5 FEET ABOVE THE HIGH - WATER MARK, ON A BARE KNOLL NEAR
 RJ1077'PINE TREES.
 RJ1077'
 RJ1077'THE MONUMENT IS IN GOOD CONDITION AND IS INTERVISIBLE WITH 15
 RJ1077'RIPLEY, BRUSH POINT FRONT RANGE LIGHT, AND 17R.
 RJ1077
 RJ1077                          STATION RECOVERY (1976)
 RJ1077
 RJ1077'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (FXP)
 RJ1077'RECOVERED IN GOOD CONDITION.
 RJ1077
 RJ1077                          STATION RECOVERY (1981)
 RJ1077
 RJ1077'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ1077'THE STATION WAS RECOVERED AS DESCRIBED.
 RJ1077'
 RJ1077'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 0.78 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1086 ***********************************************************************
 RJ1086  DESIGNATION -  REF MON 42 IBC 1943
 RJ1086  PID         -  RJ1086
 RJ1086  STATE/COUNTY-  ON/ALGOMA
 RJ1086  COUNTRY     -  CANADA
 RJ1086  NTS MAPSHEET-  041K07 (2020)
 RJ1086
 RJ1086                         *CURRENT SURVEY CONTROL
 RJ1086  ______________________________________________________________________
 RJ1086* NAD 83(1986) POSITION- 46 28 35.69266(N) 084 31 36.37982(W)   ADJUSTED
 RJ1086* NAVD 88 ORTHO HEIGHT -   182.    (meters)      597.    (feet) SCALED
 RJ1086  ______________________________________________________________________
 RJ1086  GEOID HEIGHT    -        -36.934 (meters)                     EGM08
 RJ1086  HORZ ORDER      -  THIRD
 RJ1086
 RJ1086.The positional and height information provided upon this datasheet are not
 RJ1086.officially recognized by the Government of Canada, provincial governments
 RJ1086.within Canada, nor are they intended to replace or substitute for them.
 RJ1086.The intent of sharing this data is to allow access to positions or heights
 RJ1086.recognized by the United States Government. Passive control that is used by
 RJ1086.both nations may share the same or similar designations or descriptions but
 RJ1086.do not share official positions or heights. The 'Station Description' may
 RJ1086.originate from a Canadian 'Station Report' and if so contains information
 RJ1086.licensed under the 'Open Government License - Canada'.
 RJ1086
 RJ1086.The horizontal coordinates were established by classical geodetic methods
 RJ1086.and adjusted by the National Geodetic Survey in July 1986.
 RJ1086
 RJ1086.The orthometric height was scaled from a topographic map.
 RJ1086
 RJ1086.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1086
 RJ1086.Click photographs - Photos may exist for this station.
 RJ1086
 RJ1086. The following values were computed from the NAD 83(1986) position.
 RJ1086
 RJ1086;                    North         East     Units Scale Factor Converg.
 RJ1086;UTM  16      - 5,149,973.215   689,853.939   MT  1.00004308   +1 47 37.9
 RJ1086
 RJ1086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1086!UTM  16      -   0.99997725  x   1.00004308  =   1.00002033
 RJ1086
 RJ1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS8985349973(NAD 83)
 RJ1086
 RJ1086                          SUPERSEDED SURVEY CONTROL
 RJ1086
 RJ1086  NAD 27      -  46 28 35.62300(N)    084 31 36.19900(W) AD(       ) 3
 RJ1086
 RJ1086.Superseded values are not recommended for survey control.
 RJ1086
 RJ1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1086.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1086
 RJ1086_MARKER: Z = SEE DESCRIPTION
 RJ1086_SETTING: 0 = UNSPECIFIED SETTING
 RJ1086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1086
 RJ1086  HISTORY     - Date     Condition        Report By
 RJ1086  HISTORY     - 1943     MONUMENTED       IBC
 RJ1086  HISTORY     - 1968     SEE DESCRIPTION  USLS
 RJ1086  HISTORY     - 1976     SEE DESCRIPTION  IBC
 RJ1086
 RJ1086                          STATION DESCRIPTION
 RJ1086
 RJ1086'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ1086'ON POINTE AUX CHENES, 3 MILES NW OF SOURCE OF ST MARYS RIVER, ON E
 RJ1086'SHORE OF WHITEFISH BAY, 50 FEET E OF THE TOP OF SANDY BANK, ABOUT
 RJ1086'22 FEET ABOVE THE WATER LEVEL AND 80 FEET BACK FROM THE LAKE SHORE.
 RJ1086'ON A SMALL KNOLL IN BURNT TIMBER.
 RJ1086'
 RJ1086'THIS MONUMENT IS 49.84 FEET, N 83 DEG 16 MIN E, FROM THE ORIGINAL
 RJ1086'REFERENCE MONUMENT 43 WHICH WAS SET IN 1912.
 RJ1086
 RJ1086                          STATION RECOVERY (1968)
 RJ1086
 RJ1086'RECOVERY NOTE BY US LAKE SURVEY 1968
 RJ1086'ENDANGERED BY EROSION.
 RJ1086
 RJ1086                          STATION RECOVERY (1976)
 RJ1086
 RJ1086'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (FXP)
 RJ1086'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1087 ***********************************************************************
 RJ1087  DESIGNATION -  REF MON 42 IWC 1912
 RJ1087  PID         -  RJ1087
 RJ1087  STATE/COUNTY-  ON/ALGOMA
 RJ1087  COUNTRY     -  CANADA
 RJ1087  NTS MAPSHEET-  041K07 (2020)
 RJ1087
 RJ1087                         *CURRENT SURVEY CONTROL
 RJ1087  ______________________________________________________________________
 RJ1087* NAD 83(1986) POSITION- 46 28 35.63501(N) 084 31 37.08702(W)   ADJUSTED
 RJ1087* NAVD 88 ORTHO HEIGHT -   182.    (meters)      597.    (feet) SCALED
 RJ1087  ______________________________________________________________________
 RJ1087  GEOID HEIGHT    -        -36.934 (meters)                     EGM08
 RJ1087  HORZ ORDER      -  THIRD
 RJ1087
 RJ1087.The positional and height information provided upon this datasheet are not
 RJ1087.officially recognized by the Government of Canada, provincial governments
 RJ1087.within Canada, nor are they intended to replace or substitute for them.
 RJ1087.The intent of sharing this data is to allow access to positions or heights
 RJ1087.recognized by the United States Government. Passive control that is used by
 RJ1087.both nations may share the same or similar designations or descriptions but
 RJ1087.do not share official positions or heights. The 'Station Description' may
 RJ1087.originate from a Canadian 'Station Report' and if so contains information
 RJ1087.licensed under the 'Open Government License - Canada'.
 RJ1087
 RJ1087.The horizontal coordinates were established by classical geodetic methods
 RJ1087.and adjusted by the National Geodetic Survey in July 1986.
 RJ1087
 RJ1087.The orthometric height was scaled from a topographic map.
 RJ1087
 RJ1087.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1087
 RJ1087.Click photographs - Photos may exist for this station.
 RJ1087
 RJ1087. The following values were computed from the NAD 83(1986) position.
 RJ1087
 RJ1087;                    North         East     Units Scale Factor Converg.
 RJ1087;UTM  16      - 5,149,970.963   689,838.915   MT  1.00004301   +1 47 37.4
 RJ1087
 RJ1087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1087!UTM  16      -   0.99997725  x   1.00004301  =   1.00002026
 RJ1087
 RJ1087:                Primary Azimuth Mark                     Grid Az
 RJ1087:UTM  16      -  ROUND ISLAND                             164 49 22.3
 RJ1087
 RJ1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS8983849970(NAD 83)
 RJ1087
 RJ1087|---------------------------------------------------------------------|
 RJ1087| PID    Reference Object                     Distance      Geod. Az  |
 RJ1087|                                                           dddmmss.s |
 RJ1087| RJ1086 REF MON 42 IBC 1943                  15.191 METERS 08316     |
 RJ1087| RJ1085 ROUND ISLAND                        APPROX. 3.8 KM 1663659.7 |
 RJ1087| RJ1100 MISSION HILL LOT                    APPROX.11.5 KM 2673050.8 |
 RJ1087| RJ0270 909 9004 IROQUOIS LH                APPROX. 8.1 KM 2760455.8 |
 RJ1087|---------------------------------------------------------------------|
 RJ1087
 RJ1087                          SUPERSEDED SURVEY CONTROL
 RJ1087
 RJ1087  NAD 27      -  46 28 35.56500(N)    084 31 36.90600(W) AD(       ) 3
 RJ1087
 RJ1087.Superseded values are not recommended for survey control.
 RJ1087
 RJ1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1087.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1087
 RJ1087_MARKER: Z = SEE DESCRIPTION
 RJ1087_SETTING: 0 = UNSPECIFIED SETTING
 RJ1087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1087
 RJ1087  HISTORY     - Date     Condition        Report By
 RJ1087  HISTORY     - 1912     MONUMENTED       IWC
 RJ1087  HISTORY     - 1943     SEE DESCRIPTION  IBC
 RJ1087
 RJ1087                          STATION DESCRIPTION
 RJ1087
 RJ1087'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1912 (JH)
 RJ1087'ON POINTE AUX CHENES, 3 MILES NW OF SOURCE OF ST MARYS RIVER, ON E
 RJ1087'SHORE OF WHITEFISH BAY, 50 FEET E OF THE TOP OF SANDY BANK, ABOUT
 RJ1087'22 FEET ABOVE THE WATER LEVEL AND 80 FEET BACK FROM THE LAKE SHORE.
 RJ1087'ON A SMALL KNOLL IN BURNT TIMBER.
 RJ1087
 RJ1087                          STATION RECOVERY (1943)
 RJ1087
 RJ1087'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ1087'THIS MONUMENT WAS FOUND IN GOOD CONDITION ON ITS ORIGINAL SITE OF
 RJ1087'1912 BUT WAS IN DANGER OF FALLING AS THE BANK IS CAVING AND WASHING
 RJ1087'INTO THE LAKE.  THE NEW SITE OF THE MONUMENT IS 49.84 FEET FROM THE
 RJ1087'ORIGINAL SITE, N 83 DEG 16 MIN E.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1138 ***********************************************************************
 RJ1138  DESIGNATION -  REF MON 43 IWC 1912
 RJ1138  PID         -  RJ1138
 RJ1138  STATE/COUNTY-  ON/ALGOMA
 RJ1138  COUNTRY     -  CANADA
 RJ1138  NTS MAPSHEET-  ILE PARISIENNE (2020)
 RJ1138
 RJ1138                         *CURRENT SURVEY CONTROL
 RJ1138  ______________________________________________________________________
 RJ1138* NAD 83(1986) POSITION- 46 38 43.26433(N) 084 43 26.06081(W)   ADJUSTED
 RJ1138* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ1138  ______________________________________________________________________
 RJ1138  GEOID HEIGHT    -        -36.936 (meters)                     EGM08
 RJ1138  HORZ ORDER      -  THIRD
 RJ1138
 RJ1138.The positional and height information provided upon this datasheet are not
 RJ1138.officially recognized by the Government of Canada, provincial governments
 RJ1138.within Canada, nor are they intended to replace or substitute for them.
 RJ1138.The intent of sharing this data is to allow access to positions or heights
 RJ1138.recognized by the United States Government. Passive control that is used by
 RJ1138.both nations may share the same or similar designations or descriptions but
 RJ1138.do not share official positions or heights. The 'Station Description' may
 RJ1138.originate from a Canadian 'Station Report' and if so contains information
 RJ1138.licensed under the 'Open Government License - Canada'.
 RJ1138
 RJ1138.The horizontal coordinates were established by classical geodetic methods
 RJ1138.and adjusted by the National Geodetic Survey in July 1986.
 RJ1138
 RJ1138.The orthometric height was scaled from a topographic map.
 RJ1138
 RJ1138.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1138
 RJ1138.Click photographs - Photos may exist for this station.
 RJ1138
 RJ1138. The following values were computed from the NAD 83(1986) position.
 RJ1138
 RJ1138;                    North         East     Units Scale Factor Converg.
 RJ1138;UTM  16      - 5,168,270.751   674,180.468   MT  0.99997292   +1 39 19.5
 RJ1138
 RJ1138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1138!UTM  16      -   0.99997820  x   0.99997292  =   0.99995112
 RJ1138
 RJ1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS7418068270(NAD 83)
 RJ1138
 RJ1138                          SUPERSEDED SURVEY CONTROL
 RJ1138
 RJ1138  NAD 27      -  46 38 43.18700(N)    084 43 25.80300(W) AD(       ) 3
 RJ1138
 RJ1138.Superseded values are not recommended for survey control.
 RJ1138
 RJ1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1138.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1138
 RJ1138_MARKER: Z = SEE DESCRIPTION
 RJ1138_SETTING: 0 = UNSPECIFIED SETTING
 RJ1138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1138
 RJ1138  HISTORY     - Date     Condition        Report By
 RJ1138  HISTORY     - 1912     MONUMENTED       IBC
 RJ1138  HISTORY     - 1943     GOOD             IBC
 RJ1138  HISTORY     - 1976     MARK NOT FOUND   IBC
 RJ1138
 RJ1138                          STATION DESCRIPTION
 RJ1138
 RJ1138'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1912
 RJ1138'ON SW END OF PARISIAN ISLAND (ISLE PARISIENNE), ABOUT 17 MILES NW
 RJ1138'OF THE SOURCE OF ST MARYS RIVER.  IT IS ON POINT OF ISLAND, ON A
 RJ1138'SAND DUNE, 60 FEET E OF LAKE SHORE, 90 FEET NW OF LAKE SHORE, AND
 RJ1138'ABOUT 11 FEET ABOVE WATER LEVEL.
 RJ1138
 RJ1138                          STATION RECOVERY (1943)
 RJ1138
 RJ1138'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ1138'CONCRETE MONUMENT IN GOOD CONDITION.  SAND HAS BEEN BLOWN AWAY FROM
 RJ1138'THE MONUMENT AND EXPOSES ABOUT A FOOT OF THE BASE.
 RJ1138'
 RJ1138'A CONCRETE BLOCK 2 BY 8 BY 14 INCHES WITH SMALL BRONZE DISK IN ITS
 RJ1138'TIP AND---U.S.---STAMPED IN SURFACE OF CONCRETE WAS FOUND LYING
 RJ1138'ON THE SAND NEAR THE MONUMENT.  IT MAY HAVE BEEN THE STATION MARK
 RJ1138'FOR LAKE SURVEY STATION SOUTH PARISIAN.
 RJ1138
 RJ1138                          STATION RECOVERY (1976)
 RJ1138
 RJ1138'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (FXP)
 RJ1138'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 PH1724 ***********************************************************************
 PH1724  DESIGNATION -  REF MON 5 IWC
 PH1724  PID         -  PH1724
 PH1724  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 PH1724  COUNTRY     -  CANADA
 PH1724  NTS MAPSHEET-  031B15 (2020)
 PH1724
 PH1724                         *CURRENT SURVEY CONTROL
 PH1724  ______________________________________________________________________
 PH1724* NAD 83(1996) POSITION- 44 59 59.01693(N) 074 43 20.30647(W)   ADJUSTED
 PH1724* NAVD 88 ORTHO HEIGHT -    57.    (meters)      187.    (feet) SCALED
 PH1724  ______________________________________________________________________
 PH1724  GEOID HEIGHT    -        -31.369 (meters)                     EGM08
 PH1724  HORZ ORDER      -  THIRD
 PH1724
 PH1724.The positional and height information provided upon this datasheet are not
 PH1724.officially recognized by the Government of Canada, provincial governments
 PH1724.within Canada, nor are they intended to replace or substitute for them.
 PH1724.The intent of sharing this data is to allow access to positions or heights
 PH1724.recognized by the United States Government. Passive control that is used by
 PH1724.both nations may share the same or similar designations or descriptions but
 PH1724.do not share official positions or heights. The 'Station Description' may
 PH1724.originate from a Canadian 'Station Report' and if so contains information
 PH1724.licensed under the 'Open Government License - Canada'.
 PH1724
 PH1724.The horizontal coordinates were established by classical geodetic methods
 PH1724.and adjusted by the National Geodetic Survey in January 1999.
 PH1724
 PH1724.The orthometric height was scaled from a topographic map.
 PH1724
 PH1724.Significant digits in the geoid height do not necessarily reflect accuracy.
 PH1724
 PH1724.Click photographs - Photos may exist for this station.
 PH1724
 PH1724. The following values were computed from the NAD 83(1996) position.
 PH1724
 PH1724;                    North         East     Units Scale Factor Converg.
 PH1724;UTM  18      - 4,982,957.569   521,886.532   MT  0.99960589   +0 11 46.9
 PH1724
 PH1724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH1724!UTM  18      -   0.99999600  x   0.99960589  =   0.99960189
 PH1724
 PH1724:                Primary Azimuth Mark                     Grid Az
 PH1724:UTM  18      -  REF MON 4 IWC                            072 22 12.3
 PH1724
 PH1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ2188682957(NAD 83)
 PH1724
 PH1724|---------------------------------------------------------------------|
 PH1724| PID    Reference Object                     Distance      Geod. Az  |
 PH1724|                                                           dddmmss.s |
 PH1724| PH2267 REF MON 4 IWC                       APPROX. 1.7 KM 0723359.2 |
 PH1724|---------------------------------------------------------------------|
 PH1724
 PH1724                          SUPERSEDED SURVEY CONTROL
 PH1724
 PH1724  NAD 83(1986)-  44 59 59.00867(N)    074 43 20.31303(W) AD(       ) 3
 PH1724  NAD 27      -  44 59 58.82400(N)    074 43 21.68600(W) AD(       ) 3
 PH1724
 PH1724.Superseded values are not recommended for survey control.
 PH1724
 PH1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH1724.See file dsdata.pdf to determine how the superseded data were derived.
 PH1724
 PH1724_MARKER: Z = SEE DESCRIPTION
 PH1724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH1724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH1724+STABILITY: SURFACE MOTION
 PH1724
 PH1724  HISTORY     - Date     Condition        Report By
 PH1724  HISTORY     - 1910     MONUMENTED       IBWC
 PH1724  HISTORY     - 1959     GOOD             IBC
 PH1724
 PH1724                          STATION DESCRIPTION
 PH1724
 PH1724'DESCRIBED BY INT BDRY WTR COMM 1910
 PH1724'ON THE CANADIAN SIDE OF THE BOUNDARY, NEAR THE SHORE ON THE SOUTH SIDE
 PH1724'OF CORNWALL ISLAND, OPPOSITE AND ABOUT 700 FEET UPSTREAM FROM THE
 PH1724'PROMINENT POINT ON THE NEW YORK SHORE 1-1/4 MILES UPSTREAM FROM THE
 PH1724'MOUTH OF THE RAQUETTE RIVER.  IT IS INTERVISIBLE WITH REFERENCE
 PH1724'MONUMENTS 4 AND 6 - 59, AND WITH STATIONS MOTT AND MCCREE.
 PH1724'
 PH1724'THE STATION MARK IS A 3/4 INCH BRASS PLUG, WITH A SMALL DRILL HOLE IN
 PH1724'THE CENTER, SET IN THE TOP OF A CONCRETE MONUMENT THAT IS IN THE FORM
 PH1724'OF A FRUSTRUM OF A CONE WITH A HEMISPHERICAL TOP.  THE CONCRETE
 PH1724'MONUMENT IS 2-1/2 FEET HIGH, 2 FEET IN DIAMETER AT THE BASE, 1-1/2
 PH1724'FEET IN DIAMETER AT THE TOP, AND WITH A RADIUS FOR THE HEMISPHERICAL
 PH1724'CROWN OF 9 INCHES.
 PH1724
 PH1724                          STATION RECOVERY (1959)
 PH1724
 PH1724'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PH1724'MONUMENT WAS FOUND IN GOOD CONDITION IN 1959.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RH0033 ***********************************************************************
 RH0033  DESIGNATION -  REF MON 6 IWC 1911
 RH0033  PID         -  RH0033
 RH0033  STATE/COUNTY-  ON/ALGOMA
 RH0033  COUNTRY     -  CANADA
 RH0033  NTS MAPSHEET-  JOSEPH ISLAND (2020)
 RH0033
 RH0033                         *CURRENT SURVEY CONTROL
 RH0033  ______________________________________________________________________
 RH0033* NAD 83(1986) POSITION- 46 06 34.74957(N) 083 45 47.74871(W)   ADJUSTED
 RH0033* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RH0033  ______________________________________________________________________
 RH0033  GEOID HEIGHT    -        -37.341 (meters)                     EGM08
 RH0033  HORZ ORDER      -  THIRD
 RH0033
 RH0033.The positional and height information provided upon this datasheet are not
 RH0033.officially recognized by the Government of Canada, provincial governments
 RH0033.within Canada, nor are they intended to replace or substitute for them.
 RH0033.The intent of sharing this data is to allow access to positions or heights
 RH0033.recognized by the United States Government. Passive control that is used by
 RH0033.both nations may share the same or similar designations or descriptions but
 RH0033.do not share official positions or heights. The 'Station Description' may
 RH0033.originate from a Canadian 'Station Report' and if so contains information
 RH0033.licensed under the 'Open Government License - Canada'.
 RH0033
 RH0033.The horizontal coordinates were established by classical geodetic methods
 RH0033.and adjusted by the National Geodetic Survey in July 1986.
 RH0033
 RH0033.The orthometric height was scaled from a topographic map.
 RH0033
 RH0033.Significant digits in the geoid height do not necessarily reflect accuracy.
 RH0033
 RH0033.Click photographs - Photos may exist for this station.
 RH0033
 RH0033. The following values were computed from the NAD 83(1986) position.
 RH0033
 RH0033;                    North         East     Units Scale Factor Converg.
 RH0033;UTM  17      - 5,109,943.127   286,460.275   MT  1.00016059   -1 59 31.7
 RH0033
 RH0033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0033!UTM  17      -   0.99997826  x   1.00016059  =   1.00013885
 RH0033
 RH0033:                Primary Azimuth Mark                     Grid Az
 RH0033:UTM  17      -  301                                      166 52 11.6
 RH0033
 RH0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM8646009943(NAD 83)
 RH0033
 RH0033|---------------------------------------------------------------------|
 RH0033| PID    Reference Object                     Distance      Geod. Az  |
 RH0033|                                                           dddmmss.s |
 RH0033| RH0032 301                                 APPROX. 2.1 KM 1645239.9 |
 RH0033|---------------------------------------------------------------------|
 RH0033
 RH0033                          SUPERSEDED SURVEY CONTROL
 RH0033
 RH0033  NAD 27      -  46 06 34.68000(N)    083 45 47.71900(W) AD(       ) 3
 RH0033
 RH0033.Superseded values are not recommended for survey control.
 RH0033
 RH0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0033.See file dsdata.pdf to determine how the superseded data were derived.
 RH0033
 RH0033_MARKER: Z = SEE DESCRIPTION
 RH0033_SETTING: 0 = UNSPECIFIED SETTING
 RH0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RH0033
 RH0033  HISTORY     - Date     Condition        Report By
 RH0033  HISTORY     - 1911     MONUMENTED       IWC
 RH0033  HISTORY     - 1976     GOOD             IBC
 RH0033
 RH0033                          STATION DESCRIPTION
 RH0033
 RH0033'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1911
 RH0033'ON THE S END OF MAPLE ISLAND, CALLED MILFORD ISLAND ON RECENT MAPS,
 RH0033'AT THE ENTRANCE TO THE NORTH CHANNEL.  IT IS ABOUT 40 FEET N OF THE
 RH0033'SW POINT OF THE ISLAND, 10 FEET INSIDE THE BANK PARALLELING THE
 RH0033'WATER, 20 FEET FROM THE WATER ON W SIDE OF THE ISLAND, AND 2 FEET
 RH0033'ABOVE WATER LEVEL.  IT IS IN GOOD CONDITION AND CAN BE SEEN FROM
 RH0033'THE FOLLOWING MARKED TRIANGULATION STATIONS--CHIPPEWA (U S L S), 301
 RH0033'(U S L S), 285 (U S L S), 293 (U S L S), AND 295 (U S L S).
 RH0033
 RH0033                          STATION RECOVERY (1976)
 RH0033
 RH0033'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (FXP)
 RH0033'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RH0031 ***********************************************************************
 RH0031  DESIGNATION -  REF MON 7 IWC 1911
 RH0031  PID         -  RH0031
 RH0031  STATE/COUNTY-  ON/ALGOMA
 RH0031  COUNTRY     -  CANADA
 RH0031  NTS MAPSHEET-  JOSEPH ISLAND (2020)
 RH0031
 RH0031                         *CURRENT SURVEY CONTROL
 RH0031  ______________________________________________________________________
 RH0031* NAD 83(1986) POSITION- 46 07 45.15883(N) 083 48 50.41348(W)   ADJUSTED
 RH0031* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RH0031  ______________________________________________________________________
 RH0031  GEOID HEIGHT    -        -37.288 (meters)                     EGM08
 RH0031  HORZ ORDER      -  THIRD
 RH0031
 RH0031.The positional and height information provided upon this datasheet are not
 RH0031.officially recognized by the Government of Canada, provincial governments
 RH0031.within Canada, nor are they intended to replace or substitute for them.
 RH0031.The intent of sharing this data is to allow access to positions or heights
 RH0031.recognized by the United States Government. Passive control that is used by
 RH0031.both nations may share the same or similar designations or descriptions but
 RH0031.do not share official positions or heights. The 'Station Description' may
 RH0031.originate from a Canadian 'Station Report' and if so contains information
 RH0031.licensed under the 'Open Government License - Canada'.
 RH0031
 RH0031.The horizontal coordinates were established by classical geodetic methods
 RH0031.and adjusted by the National Geodetic Survey in July 1986.
 RH0031
 RH0031.The orthometric height was scaled from a topographic map.
 RH0031
 RH0031.Significant digits in the geoid height do not necessarily reflect accuracy.
 RH0031
 RH0031.Click photographs - Photos may exist for this station.
 RH0031
 RH0031. The following values were computed from the NAD 83(1986) position.
 RH0031
 RH0031;                    North         East     Units Scale Factor Converg.
 RH0031;UTM  17      - 5,112,253.755   282,616.273   MT  1.00018095   -2 01 45.9
 RH0031
 RH0031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0031!UTM  17      -   0.99997825  x   1.00018095  =   1.00015920
 RH0031
 RH0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM8261612253(NAD 83)
 RH0031
 RH0031                          SUPERSEDED SURVEY CONTROL
 RH0031
 RH0031  NAD 27      -  46 07 45.09000(N)    083 48 50.38100(W) AD(       ) 3
 RH0031
 RH0031.Superseded values are not recommended for survey control.
 RH0031
 RH0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0031.See file dsdata.pdf to determine how the superseded data were derived.
 RH0031
 RH0031_MARKER: Z = SEE DESCRIPTION
 RH0031_SETTING: 0 = UNSPECIFIED SETTING
 RH0031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RH0031
 RH0031  HISTORY     - Date     Condition        Report By
 RH0031  HISTORY     - 1911     MONUMENTED       IWC
 RH0031  HISTORY     - 1976     GOOD             IBC
 RH0031
 RH0031                          STATION DESCRIPTION
 RH0031
 RH0031'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1911
 RH0031'ON KOSHKAWONG POINT, ON THE W SIDE OF THE ENTRANCE TO MILFORD HAVEN,
 RH0031'AND ON THE SE CORNER OF ST JOSEP ISLAND.  IT IS 75 FEET W OF THE
 RH0031'EXTREME POINT, 25 FEET INSHORE FROM POTAGANNISSING BAY, AND 4 FEET
 RH0031'ABOVE THE WATER.  IT IS IN A CEDAR GROVE AND IS 23.43 FEET W OF
 RH0031'STATION 230 (U S L S). WITH SOME CUTTING, CAN BE SEEN FROM 232
 RH0031'(U S L S), 238 (U S L S),
 RH0031'293 (U S L S), AND 295 (U S L S).  IN GOOD CONDITION AND CAN BE
 RH0031'SEEN FROM 230 (U S L S).
 RH0031
 RH0031                          STATION RECOVERY (1976)
 RH0031
 RH0031'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (FXP)
 RH0031'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC1159 ***********************************************************************
 TC1159  DESIGNATION -  REF MON 73 47
 TC1159  PID         -  TC1159
 TC1159  STATE/COUNTY-  ON/RAINY RIVER
 TC1159  COUNTRY     -  CANADA
 TC1159  NTS MAPSHEET-  RAINY RIVER (2020)
 TC1159
 TC1159                         *CURRENT SURVEY CONTROL
 TC1159  ______________________________________________________________________
 TC1159* NAD 83(1996) POSITION- 48 45 24.88552(N) 094 38 59.35510(W)   NO CHECK
 TC1159* NAVD 88 ORTHO HEIGHT -   332.    (meters)     1089.    (feet) SCALED
 TC1159  ______________________________________________________________________
 TC1159  GEOID HEIGHT    -        -29.037 (meters)                     EGM08
 TC1159  HORZ ORDER      -  THIRD
 TC1159
 TC1159.The positional and height information provided upon this datasheet are not
 TC1159.officially recognized by the Government of Canada, provincial governments
 TC1159.within Canada, nor are they intended to replace or substitute for them.
 TC1159.The intent of sharing this data is to allow access to positions or heights
 TC1159.recognized by the United States Government. Passive control that is used by
 TC1159.both nations may share the same or similar designations or descriptions but
 TC1159.do not share official positions or heights. The 'Station Description' may
 TC1159.originate from a Canadian 'Station Report' and if so contains information
 TC1159.licensed under the 'Open Government License - Canada'.
 TC1159
 TC1159.The horizontal coordinates were established by classical geodetic methods
 TC1159.and adjusted by the National Geodetic Survey in March 1999.
 TC1159
 TC1159.No horizontal observational check was made to the station.
 TC1159
 TC1159.The orthometric height was scaled from a topographic map.
 TC1159
 TC1159.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1159
 TC1159.Click photographs - Photos may exist for this station.
 TC1159
 TC1159. The following values were computed from the NAD 83(1996) position.
 TC1159
 TC1159;                    North         East     Units Scale Factor Converg.
 TC1159;UTM  15      - 5,401,746.336   378,743.953   MT  0.99978063   -1 14 26.5
 TC1159
 TC1159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1159!UTM  15      -   0.99995246  x   0.99978063  =   0.99973310
 TC1159
 TC1159:                Primary Azimuth Mark                     Grid Az
 TC1159:UTM  15      -  BOUNDARY REF MON 74 RESET                284 31 37.2
 TC1159
 TC1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ7874301746(NAD 83)
 TC1159
 TC1159|---------------------------------------------------------------------|
 TC1159| PID    Reference Object                     Distance      Geod. Az  |
 TC1159|                                                           dddmmss.s |
 TC1159| TC1162 BOUNDARY REF MON 74 RESET           APPROX. 0.9 KM 2831710.7 |
 TC1159|---------------------------------------------------------------------|
 TC1159
 TC1159                          SUPERSEDED SURVEY CONTROL
 TC1159
 TC1159  NAD 83(1986)-  48 45 24.86051(N)    094 38 59.34412(W) AD(       ) 3
 TC1159
 TC1159.Superseded values are not recommended for survey control.
 TC1159
 TC1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1159.See file dsdata.pdf to determine how the superseded data were derived.
 TC1159
 TC1159_MARKER: W = UNMONUMENTED
 TC1159
 TC1159  HISTORY     - Date     Condition        Report By
 TC1159  HISTORY     - 1947     MONUMENTED       IBC
 TC1159  HISTORY     - 1957     GOOD             IBC
 TC1159
 TC1159                          STATION DESCRIPTION
 TC1159
 TC1159'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1947
 TC1159'REF MON 73 WAS FOUND IN POSITION NEAR THE EDGE OF THE HIGH BANK WITH
 TC1159'ONE SIDE EXPOSED.  IT WAS MOVED 9.35 M IN AZ 266 DEGREES 38 MINUTES
 TC1159'INSHORE AND LOCATED BY ANGLE AND DISTANCE FROM THE ORIGINAL POSITION.
 TC1159'IT IS NOW 35 FEET INSHORE FROM THE TOP OF A HIGH BANK AT THE TIP OF
 TC1159'A SMALL POINT, AND 10 FEET ABOVE HIGH WATER.
 TC1159
 TC1159                          STATION RECOVERY (1957)
 TC1159
 TC1159'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957 (NWS)
 TC1159'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RH0045 ***********************************************************************
 RH0045  DESIGNATION -  REF MON 8 IWC 1911
 RH0045  PID         -  RH0045
 RH0045  STATE/COUNTY-  ON/ALGOMA
 RH0045  COUNTRY     -  CANADA
 RH0045  NTS MAPSHEET-  JOSEPH ISLAND (2020)
 RH0045
 RH0045                         *CURRENT SURVEY CONTROL
 RH0045  ______________________________________________________________________
 RH0045* NAD 83(1986) POSITION- 46 03 52.82625(N) 083 54 23.92160(W)   ADJUSTED
 RH0045* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RH0045  ______________________________________________________________________
 RH0045  GEOID HEIGHT    -        -37.232 (meters)                     EGM08
 RH0045  HORZ ORDER      -  THIRD
 RH0045
 RH0045.The positional and height information provided upon this datasheet are not
 RH0045.officially recognized by the Government of Canada, provincial governments
 RH0045.within Canada, nor are they intended to replace or substitute for them.
 RH0045.The intent of sharing this data is to allow access to positions or heights
 RH0045.recognized by the United States Government. Passive control that is used by
 RH0045.both nations may share the same or similar designations or descriptions but
 RH0045.do not share official positions or heights. The 'Station Description' may
 RH0045.originate from a Canadian 'Station Report' and if so contains information
 RH0045.licensed under the 'Open Government License - Canada'.
 RH0045
 RH0045.The horizontal coordinates were established by classical geodetic methods
 RH0045.and adjusted by the National Geodetic Survey in July 1986.
 RH0045
 RH0045.The orthometric height was scaled from a topographic map.
 RH0045
 RH0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 RH0045
 RH0045.Click photographs - Photos may exist for this station.
 RH0045
 RH0045. The following values were computed from the NAD 83(1986) position.
 RH0045
 RH0045;                    North         East     Units Scale Factor Converg.
 RH0045;UTM  17      - 5,105,341.260   275,197.601   MT  1.00022129   -2 05 38.5
 RH0045
 RH0045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0045!UTM  17      -   0.99997824  x   1.00022129  =   1.00019953
 RH0045
 RH0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM7519705341(NAD 83)
 RH0045
 RH0045                          SUPERSEDED SURVEY CONTROL
 RH0045
 RH0045  NAD 27      -  46 03 52.75700(N)    083 54 23.87700(W) AD(       ) 3
 RH0045
 RH0045.Superseded values are not recommended for survey control.
 RH0045
 RH0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0045.See file dsdata.pdf to determine how the superseded data were derived.
 RH0045
 RH0045_MARKER: Z = SEE DESCRIPTION
 RH0045_SETTING: 0 = UNSPECIFIED SETTING
 RH0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RH0045
 RH0045  HISTORY     - Date     Condition        Report By
 RH0045  HISTORY     - 1911     MONUMENTED       IWC
 RH0045  HISTORY     - 1976     GOOD             IBC
 RH0045
 RH0045                          STATION DESCRIPTION
 RH0045
 RH0045'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1911
 RH0045'ON PIRATE ISLAND, ABOUT 75 FEET W OF THE S POINT OF THE ISLAND, 50
 RH0045'FEET INSIDE THE TREE LINE, AND 100 FEET FROM POTAGANNISSING BAY TO
 RH0045'THE SW.  IT WAS FOUND IN GOOD CONDITION.  WITH CUTTING IT CAN BE
 RH0045'SEEN FROM MARKED TRIANGULATION STATIONS FORT ST JOE (U S L S), 221
 RH0045'(U S L S), AND 245 (U S L S).
 RH0045
 RH0045                          STATION RECOVERY (1976)
 RH0045
 RH0045'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (FXP)
 RH0045'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 PJ0285 ***********************************************************************
 PJ0285  DESIGNATION -  REF MON 81
 PJ0285  PID         -  PJ0285
 PJ0285  STATE/COUNTY-  ON/FRONTENAC
 PJ0285  COUNTRY     -  CANADA
 PJ0285  NTS MAPSHEET-  WOLFE ISLAND (2020)
 PJ0285
 PJ0285                         *CURRENT SURVEY CONTROL
 PJ0285  ______________________________________________________________________
 PJ0285* NAD 83(1996) POSITION- 44 14 36.11524(N) 076 10 06.58285(W)   ADJUSTED
 PJ0285* NAVD 88 ORTHO HEIGHT -    76.    (meters)      249.    (feet) SCALED
 PJ0285  ______________________________________________________________________
 PJ0285  GEOID HEIGHT    -        -34.507 (meters)                     EGM08
 PJ0285  HORZ ORDER      -  THIRD
 PJ0285
 PJ0285.The positional and height information provided upon this datasheet are not
 PJ0285.officially recognized by the Government of Canada, provincial governments
 PJ0285.within Canada, nor are they intended to replace or substitute for them.
 PJ0285.The intent of sharing this data is to allow access to positions or heights
 PJ0285.recognized by the United States Government. Passive control that is used by
 PJ0285.both nations may share the same or similar designations or descriptions but
 PJ0285.do not share official positions or heights. The 'Station Description' may
 PJ0285.originate from a Canadian 'Station Report' and if so contains information
 PJ0285.licensed under the 'Open Government License - Canada'.
 PJ0285
 PJ0285.The horizontal coordinates were established by classical geodetic methods
 PJ0285.and adjusted by the National Geodetic Survey in January 1999.
 PJ0285
 PJ0285.The orthometric height was scaled from a topographic map.
 PJ0285
 PJ0285.Significant digits in the geoid height do not necessarily reflect accuracy.
 PJ0285
 PJ0285.Click photographs - Photos may exist for this station.
 PJ0285
 PJ0285. The following values were computed from the NAD 83(1996) position.
 PJ0285
 PJ0285;                    North         East     Units Scale Factor Converg.
 PJ0285;UTM  18      - 4,899,567.302   406,700.534   MT  0.99970705   -0 48 55.2
 PJ0285
 PJ0285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0285!UTM  18      -   0.99999352  x   0.99970705  =   0.99970057
 PJ0285
 PJ0285:                Primary Azimuth Mark                     Grid Az
 PJ0285:UTM  18      -  197 SUB IBC                              248 44 07.2
 PJ0285
 PJ0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP0670099567(NAD 83)
 PJ0285
 PJ0285|---------------------------------------------------------------------|
 PJ0285| PID    Reference Object                     Distance      Geod. Az  |
 PJ0285|                                                           dddmmss.s |
 PJ0285| CZ8582 REF MON 81 RM 1                       8.061 METERS 15134     |
 PJ0285| CZ8583 REF MON 81 RM 2                       9.635 METERS 20503     |
 PJ0285| PJ0301 197 SUB IBC                         APPROX. 1.3 KM 2475512.0 |
 PJ0285| PJ0302 WOLFE IS CHANNEL LIGHT IBC          APPROX. 1.3 KM 2475856.6 |
 PJ0285|---------------------------------------------------------------------|
 PJ0285
 PJ0285                          SUPERSEDED SURVEY CONTROL
 PJ0285
 PJ0285  NAD 83(1986)-  44 14 36.11814(N)    076 10 06.57130(W) AD(       ) 3
 PJ0285  NAD 27      -  44 14 35.97200(N)    076 10 07.79800(W) AD(       ) 3
 PJ0285
 PJ0285.Superseded values are not recommended for survey control.
 PJ0285
 PJ0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0285.See file dsdata.pdf to determine how the superseded data were derived.
 PJ0285
 PJ0285_MARKER: Z = SEE DESCRIPTION
 PJ0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PJ0285_MAGNETIC: N = NO MAGNETIC MATERIAL
 PJ0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PJ0285+STABILITY: SURFACE MOTION
 PJ0285
 PJ0285  HISTORY     - Date     Condition        Report By
 PJ0285  HISTORY     - 1911     MONUMENTED       IBWC
 PJ0285  HISTORY     - 1978     GOOD             IBC
 PJ0285  HISTORY     - 1985     GOOD             NOS
 PJ0285
 PJ0285                          STATION DESCRIPTION
 PJ0285
 PJ0285'DESCRIBED BY INT BDRY WTR COMM 1911
 PJ0285'ON THE CANADIAN SIDE OF THE BOUNDARY, ABOUT MIDWAY BETWEEN WOLFE AND
 PJ0285'GRIDSTONE ISLANDS, ON THE SOUTHEASTERN SIDE OF ARABELLA ISLAND.  IT IS
 PJ0285'INTERVISIBLE WITH MARKED TRIANGULATION STATIONS FINIS SUB AND 187 SUB.
 PJ0285'
 PJ0285'THE STATION MARK IS A 3/4 INCH BRASS PLUG, WITH A SMALL DRILL HOLE IN
 PJ0285'THE CENTER, SET IN THE TOP OF A CONCRETE MONUMENT THAT IS IN THE FORM
 PJ0285'OF A FRUSTRUM OF A CONE WITH A HEMISPHERICAL TOP.  THE CONCRETE
 PJ0285'MONUMENT IS 2-1/2 FEET HIGH, 2 FEET IN DIAMETER AT THE BASE, 1-1/2
 PJ0285'FEET IN DIAMETER AT THE TOP, AND WITH A RADIUS FOR THE HEMISPHERICAL
 PJ0285'CROWN OF 9 INCHES.
 PJ0285
 PJ0285                          STATION RECOVERY (1978)
 PJ0285
 PJ0285'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1978 (JFR)
 PJ0285'ON THE CANADIAN SIDE OF THE BOUNDARY, ABOUT MIDWAY BETWEEN WOLFE AND
 PJ0285'GRINDSTONE ISLANDS, ON THE SOUTHEASTERN SIDE OF ARABELLA ISLAND.  THE
 PJ0285'MONUMENT WAS FOUND IN GOOD CONDITION AND PAINTED WHITE IN 1978.  IT
 PJ0285'IS INTERVISIBLE WITH MARKED TRIANGULATION STATIONS FINIS SUB AND 187
 PJ0285'SUB.
 PJ0285'
 PJ0285'REFERENCE MARK 1--A BRONZE REFERENCE MARK CEMENTED IN A DRILL HOLE IN
 PJ0285'BEDROCK.
 PJ0285'
 PJ0285'REFERENCE MARK 2--A BRONZE REFERENCE MARK CEMENTED IN A DRILL HOLE IN
 PJ0285'BEDROCK.
 PJ0285
 PJ0285                          STATION RECOVERY (1985)
 PJ0285
 PJ0285'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (MWJ)
 PJ0285'THE STATION WAS RECOVERED AT THIS DATE.
 PJ0285'THE STATIONS GEODETIC POSITION WAS VERIFIED BY TRAVERSE FROM
 PJ0285'STATION CEDAR PT.
 PJ0285'
 PJ0285'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 PJ0285'
 PJ0285'RECOVERED BY M JOHNSON.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 PJ0295 ***********************************************************************
 PJ0295  DESIGNATION -  REF MON 84 IWC
 PJ0295  PID         -  PJ0295
 PJ0295  STATE/COUNTY-  ON/FRONTENAC
 PJ0295  COUNTRY     -  CANADA
 PJ0295  NTS MAPSHEET-  WOLFE ISLAND (2020)
 PJ0295
 PJ0295                         *CURRENT SURVEY CONTROL
 PJ0295  ______________________________________________________________________
 PJ0295* NAD 83(1996) POSITION- 44 12 22.53096(N) 076 14 44.19443(W)   ADJUSTED
 PJ0295* NAVD 88 ORTHO HEIGHT -    76.    (meters)      249.    (feet) SCALED
 PJ0295  ______________________________________________________________________
 PJ0295  GEOID HEIGHT    -        -34.665 (meters)                     EGM08
 PJ0295  HORZ ORDER      -  THIRD
 PJ0295
 PJ0295.The positional and height information provided upon this datasheet are not
 PJ0295.officially recognized by the Government of Canada, provincial governments
 PJ0295.within Canada, nor are they intended to replace or substitute for them.
 PJ0295.The intent of sharing this data is to allow access to positions or heights
 PJ0295.recognized by the United States Government. Passive control that is used by
 PJ0295.both nations may share the same or similar designations or descriptions but
 PJ0295.do not share official positions or heights. The 'Station Description' may
 PJ0295.originate from a Canadian 'Station Report' and if so contains information
 PJ0295.licensed under the 'Open Government License - Canada'.
 PJ0295
 PJ0295.The horizontal coordinates were established by classical geodetic methods
 PJ0295.and adjusted by the National Geodetic Survey in January 1999.
 PJ0295
 PJ0295.The orthometric height was scaled from a topographic map.
 PJ0295
 PJ0295.Significant digits in the geoid height do not necessarily reflect accuracy.
 PJ0295
 PJ0295.Click photographs - Photos may exist for this station.
 PJ0295
 PJ0295. The following values were computed from the NAD 83(1996) position.
 PJ0295
 PJ0295;                    North         East     Units Scale Factor Converg.
 PJ0295;UTM  18      - 4,895,536.264   400,480.745   MT  0.99972180   -0 52 06.8
 PJ0295
 PJ0295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0295!UTM  18      -   0.99999354  x   0.99972180  =   0.99971534
 PJ0295
 PJ0295:                Primary Azimuth Mark                     Grid Az
 PJ0295:UTM  18      -  CEDAR PT                                 090 12 04.8
 PJ0295
 PJ0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVP0048095536(NAD 83)
 PJ0295
 PJ0295|---------------------------------------------------------------------|
 PJ0295| PID    Reference Object                     Distance      Geod. Az  |
 PJ0295|                                                           dddmmss.s |
 PJ0295| PJ0193 CEDAR PT                            APPROX. 3.8 KM 0891958.0 |
 PJ0295|---------------------------------------------------------------------|
 PJ0295
 PJ0295                          SUPERSEDED SURVEY CONTROL
 PJ0295
 PJ0295  NAD 83(1986)-  44 12 22.53202(N)    076 14 44.18755(W) AD(       ) 3
 PJ0295  NAD 27      -  44 12 22.37100(N)    076 14 45.42200(W) AD(       ) 3
 PJ0295
 PJ0295.Superseded values are not recommended for survey control.
 PJ0295
 PJ0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0295.See file dsdata.pdf to determine how the superseded data were derived.
 PJ0295
 PJ0295_MARKER: Z = SEE DESCRIPTION
 PJ0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PJ0295_MAGNETIC: N = NO MAGNETIC MATERIAL
 PJ0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PJ0295+STABILITY: SURFACE MOTION
 PJ0295
 PJ0295  HISTORY     - Date     Condition        Report By
 PJ0295  HISTORY     - 1912     MONUMENTED       IBWC
 PJ0295  HISTORY     - 1959     GOOD             IBC
 PJ0295  HISTORY     - 1985     GOOD             NOS
 PJ0295
 PJ0295                          STATION DESCRIPTION
 PJ0295
 PJ0295'DESCRIBED BY INT BDRY WTR COMM 1912
 PJ0295'ON THE CANADIAN SIDE OF THE BOUNDARY, ON THE SOUTHERN SIDE OF WOLFE
 PJ0295'ISLAND, ABOUT 3-3/4 MILES NORTHWEST OF THE EASTERN END OF THE ISLAND.
 PJ0295'IT IS INTERVISIBLE WITH MARKED TRIANGULATION STATIONS 202 IWC AND
 PJ0295'204 IWC.
 PJ0295'
 PJ0295'THE STATION MARK IS A 3/4 INCH BRASS PLUG, WITH A SMALL DRILL HOLE IN
 PJ0295'THE CENTER, SET IN THE TOP OF A CONCRETE MONUMENT THAT IS IN THE FORM
 PJ0295'OF A FRUSTRUM OF A CONE WITH A HEMISPHERICAL TOP.  THE CONCRETE
 PJ0295'MONUMENT IS 2-1/2 FEET HIGH, 2 FEET IN DIAMETER AT THE BASE, 1-1/2
 PJ0295'FEET IN DIAMETER AT THE TOP, AND WITH A RADIUS FOR THE HEMISPHERICAL
 PJ0295'CROWN OF 9 INCHES.
 PJ0295
 PJ0295                          STATION RECOVERY (1959)
 PJ0295
 PJ0295'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PJ0295'THE MONUMENT WAS FOUND IN GOOD CONDITION AND PAINTED WHITE.
 PJ0295
 PJ0295                          STATION RECOVERY (1985)
 PJ0295
 PJ0295'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (MWJ)
 PJ0295'THE STATION WAS RECOVERED AT THIS DATE.
 PJ0295'THE STATIONS GEODETIC POSITION WAS CHECKED FROM STATIONS
 PJ0295'CARLETON EAST, MILLEN BAY, ROSE PT, AND CEDAR PT.
 PJ0295'
 PJ0295'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 PJ0295'
 PJ0295'RECOVERED BY M JOHNSON.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 PJ0314 ***********************************************************************
 PJ0314  DESIGNATION -  REF MON 85 IWC 207 IWC
 PJ0314  PID         -  PJ0314
 PJ0314  STATE/COUNTY-  ON/FRONTENAC
 PJ0314  COUNTRY     -  CANADA
 PJ0314  NTS MAPSHEET-  WOLFE ISLAND (2020)
 PJ0314
 PJ0314                         *CURRENT SURVEY CONTROL
 PJ0314  ______________________________________________________________________
 PJ0314* NAD 83(1996) POSITION- 44 12 20.77680(N) 076 17 12.55276(W)   ADJUSTED
 PJ0314* NAVD 88 ORTHO HEIGHT -    76.    (meters)      249.    (feet) SCALED
 PJ0314  ______________________________________________________________________
 PJ0314  GEOID HEIGHT    -        -34.730 (meters)                     EGM08
 PJ0314  HORZ ORDER      -  THIRD
 PJ0314
 PJ0314.The positional and height information provided upon this datasheet are not
 PJ0314.officially recognized by the Government of Canada, provincial governments
 PJ0314.within Canada, nor are they intended to replace or substitute for them.
 PJ0314.The intent of sharing this data is to allow access to positions or heights
 PJ0314.recognized by the United States Government. Passive control that is used by
 PJ0314.both nations may share the same or similar designations or descriptions but
 PJ0314.do not share official positions or heights. The 'Station Description' may
 PJ0314.originate from a Canadian 'Station Report' and if so contains information
 PJ0314.licensed under the 'Open Government License - Canada'.
 PJ0314
 PJ0314.The horizontal coordinates were established by classical geodetic methods
 PJ0314.and adjusted by the National Geodetic Survey in January 1999.
 PJ0314
 PJ0314.The orthometric height was scaled from a topographic map.
 PJ0314
 PJ0314.Significant digits in the geoid height do not necessarily reflect accuracy.
 PJ0314
 PJ0314.Click photographs - Photos may exist for this station.
 PJ0314
 PJ0314. The following values were computed from the NAD 83(1996) position.
 PJ0314
 PJ0314;                    North         East     Units Scale Factor Converg.
 PJ0314;UTM  18      - 4,895,532.885   397,187.314   MT  0.99973000   -0 53 50.3
 PJ0314
 PJ0314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0314!UTM  18      -   0.99999355  x   0.99973000  =   0.99972355
 PJ0314
 PJ0314:                Primary Azimuth Mark                     Grid Az
 PJ0314:UTM  18      -  CARLETON EAST                            149 40 28.1
 PJ0314
 PJ0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP9718795532(NAD 83)
 PJ0314
 PJ0314|---------------------------------------------------------------------|
 PJ0314| PID    Reference Object                     Distance      Geod. Az  |
 PJ0314|                                                           dddmmss.s |
 PJ0314| PJ0187 CARLETON EAST                       APPROX. 2.7 KM 1484637.8 |
 PJ0314|---------------------------------------------------------------------|
 PJ0314
 PJ0314                          SUPERSEDED SURVEY CONTROL
 PJ0314
 PJ0314  NAD 83(1986)-  44 12 20.77797(N)    076 17 12.54779(W) AD(       ) 3
 PJ0314  NAD 27      -  44 12 20.61400(N)    076 17 13.79000(W) AD(       ) 3
 PJ0314
 PJ0314.Superseded values are not recommended for survey control.
 PJ0314
 PJ0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0314.See file dsdata.pdf to determine how the superseded data were derived.
 PJ0314
 PJ0314_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PJ0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PJ0314_MAGNETIC: N = NO MAGNETIC MATERIAL
 PJ0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PJ0314+STABILITY: SURFACE MOTION
 PJ0314
 PJ0314  HISTORY     - Date     Condition        Report By
 PJ0314  HISTORY     - 1912     MONUMENTED       IBWC
 PJ0314  HISTORY     - 1959     SEE DESCRIPTION  IBC
 PJ0314  HISTORY     - 1985     GOOD             NOS
 PJ0314
 PJ0314                          STATION DESCRIPTION
 PJ0314
 PJ0314'DESCRIBED BY INT BDRY WTR COMM 1912
 PJ0314'ON THE CANADIAN SIDE OF THE BOUNDARY, ON THE SOUTHERN SIDE OF WOLFE
 PJ0314'ISLAND, OPPOSITE THE NORTHERN POINT OF CARLETON ISLAND.  IT IS
 PJ0314'INTERVISIBLE WITH REFERENCE MONUMENT 86.
 PJ0314'
 PJ0314'THE STATION MARK IS A BRONZE DISK SET IN THE TOP OF A CONCRETE
 PJ0314'MONUMENT THAT IS IN THE FORM OF A FRUSTRUM OF A CONE WITH A
 PJ0314'HEMISPHERICAL TOP.  THE CONCRETE MONUMENT IS 2-1/2 FEET HIGH, 2 FEET
 PJ0314'IN DIAMETER AT THE BASE, 1-1/2 FEET IN DIAMETER AT THE TOP AND WITH A
 PJ0314'RADIUS FOR THE HEMISPHERICAL CROWN OF 9 INCHES.
 PJ0314
 PJ0314                          STATION RECOVERY (1959)
 PJ0314
 PJ0314'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PJ0314'THE MONUMENT WAS REBUILT AND PAINTED.  THE CENTER POINT IS NOW
 PJ0314'MARKED BY A STANDARD BRONZE DISK REFERENCE MONUMENT TABLET.
 PJ0314
 PJ0314                          STATION RECOVERY (1985)
 PJ0314
 PJ0314'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (MWJ)
 PJ0314'THE STATION WAS RECOVERED AT THIS DATE.
 PJ0314'THE STATIONS GEODETIC POSITION WAS CHECKED FROM STATIONS
 PJ0314'CARLETON NORTH AND CARLETON EAST.
 PJ0314'
 PJ0314'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 PJ0314'
 PJ0314'RECOVERED BY M JOHNSON.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 PJ0315 ***********************************************************************
 PJ0315  DESIGNATION -  REF MON 86 IWC 209 IWC
 PJ0315  PID         -  PJ0315
 PJ0315  STATE/COUNTY-  ON/FRONTENAC
 PJ0315  COUNTRY     -  CANADA
 PJ0315  NTS MAPSHEET-  WOLFE ISLAND (2020)
 PJ0315
 PJ0315                         *CURRENT SURVEY CONTROL
 PJ0315  ______________________________________________________________________
 PJ0315* NAD 83(1996) POSITION- 44 12 08.60397(N) 076 18 34.85732(W)   ADJUSTED
 PJ0315* NAVD 88 ORTHO HEIGHT -    76.    (meters)      249.    (feet) SCALED
 PJ0315  ______________________________________________________________________
 PJ0315  GEOID HEIGHT    -        -34.769 (meters)                     EGM08
 PJ0315  HORZ ORDER      -  THIRD
 PJ0315
 PJ0315.The positional and height information provided upon this datasheet are not
 PJ0315.officially recognized by the Government of Canada, provincial governments
 PJ0315.within Canada, nor are they intended to replace or substitute for them.
 PJ0315.The intent of sharing this data is to allow access to positions or heights
 PJ0315.recognized by the United States Government. Passive control that is used by
 PJ0315.both nations may share the same or similar designations or descriptions but
 PJ0315.do not share official positions or heights. The 'Station Description' may
 PJ0315.originate from a Canadian 'Station Report' and if so contains information
 PJ0315.licensed under the 'Open Government License - Canada'.
 PJ0315
 PJ0315.The horizontal coordinates were established by classical geodetic methods
 PJ0315.and adjusted by the National Geodetic Survey in January 1999.
 PJ0315
 PJ0315.The orthometric height was scaled from a topographic map.
 PJ0315
 PJ0315.Significant digits in the geoid height do not necessarily reflect accuracy.
 PJ0315
 PJ0315.Click photographs - Photos may exist for this station.
 PJ0315
 PJ0315. The following values were computed from the NAD 83(1996) position.
 PJ0315
 PJ0315;                    North         East     Units Scale Factor Converg.
 PJ0315;UTM  18      - 4,895,186.174   395,354.690   MT  0.99973468   -0 54 47.5
 PJ0315
 PJ0315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0315!UTM  18      -   0.99999356  x   0.99973468  =   0.99972824
 PJ0315
 PJ0315:                Primary Azimuth Mark                     Grid Az
 PJ0315:UTM  18      -  REF MON 85 IWC 207 IWC                   079 17 12.8
 PJ0315
 PJ0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP9535495186(NAD 83)
 PJ0315
 PJ0315|---------------------------------------------------------------------|
 PJ0315| PID    Reference Object                     Distance      Geod. Az  |
 PJ0315|                                                           dddmmss.s |
 PJ0315| PJ0314 REF MON 85 IWC 207 IWC              APPROX. 1.9 KM 0782225.3 |
 PJ0315|---------------------------------------------------------------------|
 PJ0315
 PJ0315                          SUPERSEDED SURVEY CONTROL
 PJ0315
 PJ0315  NAD 83(1986)-  44 12 08.60530(N)    076 18 34.85207(W) AD(       ) 3
 PJ0315  NAD 27      -  44 12 08.43800(N)    076 18 36.09700(W) AD(       ) 3
 PJ0315
 PJ0315.Superseded values are not recommended for survey control.
 PJ0315
 PJ0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0315.See file dsdata.pdf to determine how the superseded data were derived.
 PJ0315
 PJ0315_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PJ0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PJ0315_MAGNETIC: N = NO MAGNETIC MATERIAL
 PJ0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PJ0315+STABILITY: SURFACE MOTION
 PJ0315
 PJ0315  HISTORY     - Date     Condition        Report By
 PJ0315  HISTORY     - 1912     MONUMENTED       IBWC
 PJ0315  HISTORY     - 1959     SEE DESCRIPTION  IBC
 PJ0315  HISTORY     - 1985     GOOD             NOS
 PJ0315
 PJ0315                          STATION DESCRIPTION
 PJ0315
 PJ0315'DESCRIBED BY INT BDRY WTR COMM 1912
 PJ0315'ON THE CANADIAN SIDE OF THE BOUNDARY, ON THE SOUTHERN SIDE OF WOLFE
 PJ0315'ISLAND, NEARLY NORTH OF THE WESTERN END OF CARLETON ISLAND.  IT IS
 PJ0315'INTERVISIBLE WITH REFERENCE MONUMENT 85.
 PJ0315'
 PJ0315'THE STATION MARK IS A BRONZE DISK SET IN THE TOP OF A CONCRETE
 PJ0315'MONUMENT THAT IS IN THE FORM OF A FRUSTRUM OF A CONE WITH A
 PJ0315'HEMISPHERICAL TOP.  THE CONCRETE MONUMENT IS 2-1/2 FEET HIGH, 2 FEET
 PJ0315'IN DIAMETER AT THE BASE, 1-1/2 FEET IN DIAMETER AT THE TOP AND WITH A
 PJ0315'RADIUS FOR THE HEMISPHERICAL CROWN OF 9 INCHES.
 PJ0315
 PJ0315                          STATION RECOVERY (1959)
 PJ0315
 PJ0315'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PJ0315'THE MONUMENT WAS REBUILT AND PAINTED.  THE CENTER POINT IS NOW
 PJ0315'MARKED BY A STANDARD BRONZE DISK REFERENCE MONUMENT TABLET.
 PJ0315
 PJ0315                          STATION RECOVERY (1985)
 PJ0315
 PJ0315'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (MWJ)
 PJ0315'THE STATION WAS RECOVERED AT THIS DATE.
 PJ0315'THE GEODETIC POSITION WAS CHECKED FROM STATION IRVINE AND
 PJ0315'STATION CARLETON NORTH.
 PJ0315'
 PJ0315'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 PJ0315'
 PJ0315'RECOVERED BY M JOHNSON.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 PJ0340 ***********************************************************************
 PJ0340  DESIGNATION -  REF MON 88 IWC
 PJ0340  PID         -  PJ0340
 PJ0340  STATE/COUNTY-  ON/FRONTENAC
 PJ0340  COUNTRY     -  CANADA
 PJ0340  NTS MAPSHEET-  WOLFE ISLAND (2020)
 PJ0340
 PJ0340                         *CURRENT SURVEY CONTROL
 PJ0340  ______________________________________________________________________
 PJ0340* NAD 83(1996) POSITION- 44 05 46.78058(N) 076 26 24.84071(W)   ADJUSTED
 PJ0340* NAVD 88 ORTHO HEIGHT -    76.    (meters)      249.    (feet) SCALED
 PJ0340  ______________________________________________________________________
 PJ0340  GEOID HEIGHT    -        -35.049 (meters)                     EGM08
 PJ0340  HORZ ORDER      -  THIRD
 PJ0340
 PJ0340.The positional and height information provided upon this datasheet are not
 PJ0340.officially recognized by the Government of Canada, provincial governments
 PJ0340.within Canada, nor are they intended to replace or substitute for them.
 PJ0340.The intent of sharing this data is to allow access to positions or heights
 PJ0340.recognized by the United States Government. Passive control that is used by
 PJ0340.both nations may share the same or similar designations or descriptions but
 PJ0340.do not share official positions or heights. The 'Station Description' may
 PJ0340.originate from a Canadian 'Station Report' and if so contains information
 PJ0340.licensed under the 'Open Government License - Canada'.
 PJ0340
 PJ0340.The horizontal coordinates were established by classical geodetic methods
 PJ0340.and adjusted by the National Geodetic Survey in January 1999.
 PJ0340
 PJ0340.The orthometric height was scaled from a topographic map.
 PJ0340
 PJ0340.Significant digits in the geoid height do not necessarily reflect accuracy.
 PJ0340
 PJ0340.Click photographs - Photos may exist for this station.
 PJ0340
 PJ0340. The following values were computed from the NAD 83(1996) position.
 PJ0340
 PJ0340;                    North         East     Units Scale Factor Converg.
 PJ0340;UTM  18      - 4,883,580.228   384,717.138   MT  0.99976345   -1 00 08.4
 PJ0340
 PJ0340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0340!UTM  18      -   0.99999360  x   0.99976345  =   0.99975705
 PJ0340
 PJ0340:                Primary Azimuth Mark                     Grid Az
 PJ0340:UTM  18      -  TIBBETTS PT LIGHT USLS 222 IWC           086 03 04.9
 PJ0340
 PJ0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP8471783580(NAD 83)
 PJ0340
 PJ0340|---------------------------------------------------------------------|
 PJ0340| PID    Reference Object                     Distance      Geod. Az  |
 PJ0340|                                                           dddmmss.s |
 PJ0340| PJ0335 TIBBETTS PT LIGHT USLS 222 IWC      APPROX. 5.6 KM 0850256.5 |
 PJ0340| PJ0341 223 IWC                              80.821 METERS 22727     |
 PJ0340| PJ0342 BEAR PT USLS                        147.605 METERS 23322     |
 PJ0340|---------------------------------------------------------------------|
 PJ0340
 PJ0340                          SUPERSEDED SURVEY CONTROL
 PJ0340
 PJ0340  NAD 83(1986)-  44 05 46.78025(N)    076 26 24.83929(W) AD(       ) 3
 PJ0340  NAD 27      -  44 05 46.58600(N)    076 26 26.07300(W) AD(       ) 3
 PJ0340
 PJ0340.Superseded values are not recommended for survey control.
 PJ0340
 PJ0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0340.See file dsdata.pdf to determine how the superseded data were derived.
 PJ0340
 PJ0340_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PJ0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PJ0340_MAGNETIC: N = NO MAGNETIC MATERIAL
 PJ0340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PJ0340
 PJ0340  HISTORY     - Date     Condition        Report By
 PJ0340  HISTORY     - 1912     MONUMENTED       IBWC
 PJ0340  HISTORY     - 1959     GOOD             IBC
 PJ0340  HISTORY     - 1985     GOOD             NOS
 PJ0340
 PJ0340                          STATION DESCRIPTION
 PJ0340
 PJ0340'DESCRIBED BY INT BDRY WTR COMM 1912
 PJ0340'ON THE CANADIAN SIDE OF THE BOUNDARY, ON THE SOUTHEASTERN SIDE OF BEAR
 PJ0340'POINT ON WOLFE ISLAND.  IT IS INTERVISIBLE WITH MARKED TRIANGULATION
 PJ0340'STATIONS TIBBETTS POINT LIGHT, 223 IWC, AND BEAR POINT USLS.
 PJ0340'
 PJ0340'THE STATION MARK IS A 3/4 INCH BRASS PLUG, WITH A SMALL DRILL HOLE IN
 PJ0340'THE CENTER, SET IN THE TOP OF A CONCRETE MONUMENT THAT IS IN THE FORM
 PJ0340'OF A FRUSTRUM OF A CONE WITH A HEMISPHERICAL TOP.  THE CONCRETE
 PJ0340'MONUMENT IS 2-1/2 FEET HIGH, 2 FEET IN DIAMETER AT THE BASE, 1-1/2
 PJ0340'FEET IN DIAMETER AT THE TOP, AND WITH A RADIUS FOR THE HEMISPHERICAL
 PJ0340'CROWN OF 9 INCHES.
 PJ0340
 PJ0340                          STATION RECOVERY (1959)
 PJ0340
 PJ0340'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PJ0340'THE MONUMENT WAS FOUND IS GOOD CONDITION AND PAINTED WHITE.
 PJ0340
 PJ0340                          STATION RECOVERY (1985)
 PJ0340
 PJ0340'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (MWJ)
 PJ0340'THE STATION WAS RECOVERED AT THIS DATE.
 PJ0340'THE STATIONS GEODETIC POSITION WAS NOT VERIFIED AT THIS TIME.
 PJ0340'
 PJ0340'RECOVERED BY M JOHNSON.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RH0057 ***********************************************************************
 RH0057  DESIGNATION -  REF MON 9
 RH0057  PID         -  RH0057
 RH0057  STATE/COUNTY-  ON/ALGOMA
 RH0057  COUNTRY     -  CANADA
 RH0057  NTS MAPSHEET-  JOSEPH ISLAND (2020)
 RH0057
 RH0057                         *CURRENT SURVEY CONTROL
 RH0057  ______________________________________________________________________
 RH0057* NAD 83(1994) POSITION- 46 03 47.22943(N) 083 56 56.14906(W)   ADJUSTED
 RH0057* NAVD 88 ORTHO HEIGHT -   180.    (meters)      591.    (feet) SCALED
 RH0057  ______________________________________________________________________
 RH0057  GEOID HEIGHT    -        -37.185 (meters)                     EGM08
 RH0057  HORZ ORDER      -  THIRD
 RH0057
 RH0057.The positional and height information provided upon this datasheet are not
 RH0057.officially recognized by the Government of Canada, provincial governments
 RH0057.within Canada, nor are they intended to replace or substitute for them.
 RH0057.The intent of sharing this data is to allow access to positions or heights
 RH0057.recognized by the United States Government. Passive control that is used by
 RH0057.both nations may share the same or similar designations or descriptions but
 RH0057.do not share official positions or heights. The 'Station Description' may
 RH0057.originate from a Canadian 'Station Report' and if so contains information
 RH0057.licensed under the 'Open Government License - Canada'.
 RH0057
 RH0057.The horizontal coordinates were established by classical geodetic methods
 RH0057.and adjusted by the National Geodetic Survey in November 1998.
 RH0057
 RH0057.The orthometric height was scaled from a topographic map.
 RH0057
 RH0057.Significant digits in the geoid height do not necessarily reflect accuracy.
 RH0057
 RH0057.Click photographs - Photos may exist for this station.
 RH0057
 RH0057. The following values were computed from the NAD 83(1994) position.
 RH0057
 RH0057;                    North         East     Units Scale Factor Converg.
 RH0057;UTM  17      - 5,105,288.976   271,920.908   MT  1.00023954   -2 07 28.0
 RH0057;UTM  16      - 5,105,587.098   735,978.592   MT  1.00028461   +2 11 53.2
 RH0057
 RH0057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0057!UTM  17      -   0.99997766  x   1.00023954  =   1.00021719
 RH0057!UTM  16      -   0.99997766  x   1.00028461  =   1.00026226
 RH0057
 RH0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM7192005288(NAD 83)
 RH0057
 RH0057                          SUPERSEDED SURVEY CONTROL
 RH0057
 RH0057  NAD 83(1986)-  46 03 47.21973(N)    083 56 56.14653(W) AD(       ) 3
 RH0057  NAD 27      -  46 03 47.15300(N)    083 56 56.09400(W) AD(       ) 3
 RH0057
 RH0057.Superseded values are not recommended for survey control.
 RH0057
 RH0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0057.See file dsdata.pdf to determine how the superseded data were derived.
 RH0057
 RH0057_MARKER: DD = SURVEY DISK
 RH0057_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 RH0057_PROJECTION: FLUSH
 RH0057_MAGNETIC: N = NO MAGNETIC MATERIAL
 RH0057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RH0057
 RH0057  HISTORY     - Date     Condition        Report By
 RH0057  HISTORY     - 1911     MONUMENTED       IWC
 RH0057  HISTORY     - 1976     GOOD             IBC
 RH0057  HISTORY     - 1988     GOOD             NOS
 RH0057
 RH0057                          STATION DESCRIPTION
 RH0057
 RH0057'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1911
 RH0057'ON THE SW CORNER OF OLD FORT ST JOE POINT, AT THE SW CORNER OF ST
 RH0057'JOSEPH ISLAND, IN AN OPEN PATH INSIDE THE LINE OF TREES ALONG THE
 RH0057'BEACH, AND 25 FEET FROM POTAGANNISSING BAY.  IT WAS FOUND IN GOOD
 RH0057'CONDITION.  BY CONSIDERABLE CUTTING OR FROM THE ECCENTRIC THE
 RH0057'FOLLOWING MARKED TRIANGULATION STATIONS CAN BE SEEN--211, 213, RABER,
 RH0057'215, 217, 219, AND 221.
 RH0057
 RH0057                          STATION RECOVERY (1976)
 RH0057
 RH0057'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (FXP)
 RH0057'RECOVERED IN GOOD CONDITION.
 RH0057
 RH0057                          STATION RECOVERY (1988)
 RH0057
 RH0057'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1988 (PBW)
 RH0057'THE STATION WAS RECOVERED AT THIS DATE. THE STATIONS GEODETIC POSITION
 RH0057'WAS VERIFIED AT THIS TIME.
 RH0057'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 RH0057'RECOVERED BY P B WALBOLT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 PH2270 ***********************************************************************
 PH2270  DESIGNATION -  REF MON 9 59
 PH2270  PID         -  PH2270
 PH2270  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 PH2270  COUNTRY     -  CANADA
 PH2270  NTS MAPSHEET-  CORNWALL (2020)
 PH2270
 PH2270                         *CURRENT SURVEY CONTROL
 PH2270  ______________________________________________________________________
 PH2270* NAD 83(1996) POSITION- 45 00 31.85167(N) 074 45 51.35038(W)   ADJUSTED
 PH2270* NAVD 88 ORTHO HEIGHT -    73.    (meters)      240.    (feet) SCALED
 PH2270  ______________________________________________________________________
 PH2270  GEOID HEIGHT    -        -31.464 (meters)                     EGM08
 PH2270  HORZ ORDER      -  THIRD
 PH2270
 PH2270.The positional and height information provided upon this datasheet are not
 PH2270.officially recognized by the Government of Canada, provincial governments
 PH2270.within Canada, nor are they intended to replace or substitute for them.
 PH2270.The intent of sharing this data is to allow access to positions or heights
 PH2270.recognized by the United States Government. Passive control that is used by
 PH2270.both nations may share the same or similar designations or descriptions but
 PH2270.do not share official positions or heights. The 'Station Description' may
 PH2270.originate from a Canadian 'Station Report' and if so contains information
 PH2270.licensed under the 'Open Government License - Canada'.
 PH2270
 PH2270.The horizontal coordinates were established by classical geodetic methods
 PH2270.and adjusted by the National Geodetic Survey in January 1999.
 PH2270
 PH2270.The orthometric height was scaled from a topographic map.
 PH2270
 PH2270.Significant digits in the geoid height do not necessarily reflect accuracy.
 PH2270
 PH2270.Click photographs - Photos may exist for this station.
 PH2270
 PH2270. The following values were computed from the NAD 83(1996) position.
 PH2270
 PH2270;                    North         East     Units Scale Factor Converg.
 PH2270;UTM  18      - 4,983,960.294   518,576.744   MT  0.99960424   +0 10 00.2
 PH2270
 PH2270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PH2270!UTM  18      -   0.99999351  x   0.99960424  =   0.99959775
 PH2270
 PH2270_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1857683960(NAD 83)
 PH2270
 PH2270|---------------------------------------------------------------------|
 PH2270| PID    Reference Object                     Distance      Geod. Az  |
 PH2270|                                                           dddmmss.s |
 PH2270| CZ8584 REF MON 9 59 RM 1                    58.360 METERS 02411     |
 PH2270| CZ8585 REF MON 9 59 RM 2                    75.950 METERS 31450     |
 PH2270|---------------------------------------------------------------------|
 PH2270
 PH2270                          SUPERSEDED SURVEY CONTROL
 PH2270
 PH2270  NAD 83(1986)-  45 00 31.85076(N)    074 45 51.36688(W) AD(       ) 3
 PH2270  NAD 27      -  45 00 31.67700(N)    074 45 52.74900(W) AD(       ) 3
 PH2270
 PH2270.Superseded values are not recommended for survey control.
 PH2270
 PH2270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PH2270.See file dsdata.pdf to determine how the superseded data were derived.
 PH2270
 PH2270_MARKER: DD = SURVEY DISK
 PH2270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PH2270_STAMPING: 9 1959
 PH2270_MARK LOGO: IBC
 PH2270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PH2270+STABILITY: SURFACE MOTION
 PH2270
 PH2270  HISTORY     - Date     Condition        Report By
 PH2270  HISTORY     - 1959     MONUMENTED       IBC
 PH2270  HISTORY     - 1978     GOOD             IBC
 PH2270
 PH2270                          STATION DESCRIPTION
 PH2270
 PH2270'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1959 (WRH)
 PH2270'ON THE CANADIAN SIDE OF THE BOUNDARY, ON THE MAINLAND SHORE ABOUT 3/4
 PH2270'MILE WEST OF THE OLD SWING BRIDGE, AND MIDWAY BETWEEN THE RIVER AND
 PH2270'CORNWALL CANAL.  THE MONUMENT IS IN LINE WITH THE CENTER OF POLLYS
 PH2270'GUT.  IT IS INTERVISIBLE WITH REFERENCE MONUMENTS 10 - 59 AND 11 -59,
 PH2270'AND WITH STATIONS MASSENA POINT, USLS AND 17 USLS.
 PH2270'
 PH2270'THE STATION MARK IS A BRONZE DISK SET IN THE TOP OF A CONCRETE
 PH2270'MONUMENT THAT IS IN THE FORM OF A FRUSTRUM OF A CONE WITH A
 PH2270'HEMISPHERICAL TOP.  THE CONCRETE MONUMENT IS 2-1/2 FEET HIGH, 2 FEET
 PH2270'IN DIAMETER AT THE BASE, 1-1/2 FEET IN DIAMETER AT THE TOP AND WITH A
 PH2270'RADIUS FOR THE HEMISPHERICAL CROWN OF 9 INCHES.
 PH2270
 PH2270                          STATION RECOVERY (1978)
 PH2270
 PH2270'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1978 (JFR)
 PH2270'ON THE CANADIAN SIDE OF THE BOUNDARY, ON THE MAINLAND SHORE ABOUT 3/4
 PH2270'MILE WEST OF THE OLD SWING BRIDGE, AND MIDWAY BETWEEN THE RIVER AND
 PH2270'CORNWALL CANAL.  THE MONUMENT IS IN LINE WITH THE CENTER OF POLLYS
 PH2270'GUT.  IT IS INTERVISIBLE WITH REFERENCE MONUMENTS 10 - 59 AND 11 - 59,
 PH2270'AND WITH STATIONS MASSENA POINT, USLS AND 17 USLS.
 PH2270'
 PH2270'REFERENCE MARK 1--A BRONZE REFERENCE MARK DISK SET IN THE TOP OF A
 PH2270'CYLINDRICAL CONCRETE POST, THAT IS 10 INCHES IN DIAMETER, 5 FEET DEEP
 PH2270'AND FLUSH WITH THE GROUND.  IT IS 0.85 MILES FROM A FENCE SITUATED IN
 PH2270'THE PARKING LOT OF MOSES DAM.
 PH2270'
 PH2270'REFERENCE MARK 2--A BRONZE REFERENCE MARK DISK SET IN THE TOP OF A
 PH2270'CYLINDRICAL CONCRETE POST, THAT IS 10 INCHES IN DIAMETER, 5 FEET DEEP
 PH2270'AND FLUSH WITH THE GROUND.  IT IS 0.85 MILES FROM A FENCE SITUATED
 PH2270'IN THE PARKING LOT OF MOSES DAM.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RH0058 ***********************************************************************
 RH0058  DESIGNATION -  REF MON 9 IBC ECC 1944
 RH0058  PID         -  RH0058
 RH0058  STATE/COUNTY-  ON/ALGOMA
 RH0058  COUNTRY     -  CANADA
 RH0058  NTS MAPSHEET-  JOSEPH ISLAND (2020)
 RH0058
 RH0058                         *CURRENT SURVEY CONTROL
 RH0058  ______________________________________________________________________
 RH0058* NAD 83(1986) POSITION- 46 03 46.92276(N) 083 56 56.38484(W)   ADJUSTED
 RH0058* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RH0058  ______________________________________________________________________
 RH0058  GEOID HEIGHT    -        -37.185 (meters)                     EGM08
 RH0058  HORZ ORDER      -  THIRD
 RH0058
 RH0058.The positional and height information provided upon this datasheet are not
 RH0058.officially recognized by the Government of Canada, provincial governments
 RH0058.within Canada, nor are they intended to replace or substitute for them.
 RH0058.The intent of sharing this data is to allow access to positions or heights
 RH0058.recognized by the United States Government. Passive control that is used by
 RH0058.both nations may share the same or similar designations or descriptions but
 RH0058.do not share official positions or heights. The 'Station Description' may
 RH0058.originate from a Canadian 'Station Report' and if so contains information
 RH0058.licensed under the 'Open Government License - Canada'.
 RH0058
 RH0058.The horizontal coordinates were established by classical geodetic methods
 RH0058.and adjusted by the National Geodetic Survey in July 1986.
 RH0058
 RH0058.The orthometric height was scaled from a topographic map.
 RH0058
 RH0058.Significant digits in the geoid height do not necessarily reflect accuracy.
 RH0058
 RH0058.Click photographs - Photos may exist for this station.
 RH0058
 RH0058. The following values were computed from the NAD 83(1986) position.
 RH0058
 RH0058;                    North         East     Units Scale Factor Converg.
 RH0058;UTM  17      - 5,105,279.700   271,915.492   MT  1.00023957   -2 07 28.2
 RH0058;UTM  16      - 5,105,577.439   735,973.890   MT  1.00028458   +2 11 53.0
 RH0058
 RH0058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0058!UTM  17      -   0.99997824  x   1.00023957  =   1.00021780
 RH0058!UTM  16      -   0.99997824  x   1.00028458  =   1.00026281
 RH0058
 RH0058:                Primary Azimuth Mark                     Grid Az
 RH0058:UTM  17      -  RH0043                                   129 53 02.5
 RH0058:UTM  16      -  RH0043                                   125 33 41.3
 RH0058
 RH0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM7191505279(NAD 83)
 RH0058
 RH0058|---------------------------------------------------------------------|
 RH0058| PID    Reference Object                     Distance      Geod. Az  |
 RH0058|                                                           dddmmss.s |
 RH0058| RH0057 REF MON 9                            10.503 METERS 02911     |
 RH0058| RH0043 RH0043                              APPROX. 4.4 KM 1274534.3 |
 RH0058| RH0041 PIPE ISLAND TWINS LIGHT             APPROX. 6.0 KM 1323423.9 |
 RH0058|---------------------------------------------------------------------|
 RH0058
 RH0058                          SUPERSEDED SURVEY CONTROL
 RH0058
 RH0058  NAD 27      -  46 03 46.85600(N)    083 56 56.33200(W) AD(       ) 3
 RH0058
 RH0058.Superseded values are not recommended for survey control.
 RH0058
 RH0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0058.See file dsdata.pdf to determine how the superseded data were derived.
 RH0058
 RH0058_MARKER: H = DRILL HOLE
 RH0058_SETTING: 80 = SET IN A BOULDER
 RH0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RH0058+STABILITY: SURFACE MOTION
 RH0058
 RH0058  HISTORY     - Date     Condition        Report By
 RH0058  HISTORY     - 1944     MONUMENTED       IBC
 RH0058  HISTORY     - 1958     GOOD             IBC
 RH0058
 RH0058                          STATION DESCRIPTION
 RH0058
 RH0058'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RH0058'ON FORT ST JOE POINT AT THE SW CORNER OF ST JOSEPH ISLAND, ABOUT 6
 RH0058'MILES N OF DETOUR, MICHIGAN.  IT IS ON THE BEACH, MIDWAY FROM THE
 RH0058'WATER TO THE TREE LINE, ON THE SW CORNER OF OLD FORT ST JOE POINT,
 RH0058'AND 34.46 FEET S OF REFERENCE MONUMENT 9.
 RH0058'
 RH0058'STATION MARK IS A SHALLOW DRILL HOLE IN A FLAT ROCK ON THE BEACH 2
 RH0058'FEET IN DIAMETER.
 RH0058
 RH0058                          STATION RECOVERY (1958)
 RH0058
 RH0058'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RH0058'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 QJ0202 ***********************************************************************
 QJ0202  DESIGNATION -  REID
 QJ0202  PID         -  QJ0202
 QJ0202  STATE/COUNTY-  ON/MANITOULIN
 QJ0202  COUNTRY     -  CANADA
 QJ0202  NTS MAPSHEET-  MELDRUM BAY (2020)
 QJ0202
 QJ0202                         *CURRENT SURVEY CONTROL
 QJ0202  ______________________________________________________________________
 QJ0202* NAD 83(1986) POSITION- 45 55 19.61421(N) 083 20 33.14146(W)   ADJUSTED
 QJ0202* NAVD 88 ORTHO HEIGHT -   291.    (meters)      955.    (feet) SCALED
 QJ0202  ______________________________________________________________________
 QJ0202  GEOID HEIGHT    -        -37.753 (meters)                     EGM08
 QJ0202  HORZ ORDER      -  FIRST
 QJ0202
 QJ0202.The positional and height information provided upon this datasheet are not
 QJ0202.officially recognized by the Government of Canada, provincial governments
 QJ0202.within Canada, nor are they intended to replace or substitute for them.
 QJ0202.The intent of sharing this data is to allow access to positions or heights
 QJ0202.recognized by the United States Government. Passive control that is used by
 QJ0202.both nations may share the same or similar designations or descriptions but
 QJ0202.do not share official positions or heights. The 'Station Description' may
 QJ0202.originate from a Canadian 'Station Report' and if so contains information
 QJ0202.licensed under the 'Open Government License - Canada'.
 QJ0202
 QJ0202.The horizontal coordinates were established by classical geodetic methods
 QJ0202.and adjusted by the National Geodetic Survey in July 1986.
 QJ0202
 QJ0202.The orthometric height was scaled from a topographic map.
 QJ0202
 QJ0202.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0202
 QJ0202.Click photographs - Photos may exist for this station.
 QJ0202
 QJ0202. The following values were computed from the NAD 83(1986) position.
 QJ0202
 QJ0202;                    North         East     Units Scale Factor Converg.
 QJ0202;UTM  17      - 5,088,062.278   318,358.990   MT  1.00000562   -1 40 60.0
 QJ0202
 QJ0202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0202!UTM  17      -   0.99996031  x   1.00000562  =   0.99996593
 QJ0202
 QJ0202:                Primary Azimuth Mark                     Grid Az
 QJ0202:UTM  17      -  DUCK ISLAND USLS 1904                    136 54 26.9
 QJ0202
 QJ0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL1835888062(NAD 83)
 QJ0202
 QJ0202|---------------------------------------------------------------------|
 QJ0202| PID    Reference Object                     Distance      Geod. Az  |
 QJ0202|                                                           dddmmss.s |
 QJ0202| CH1968 REID RM 2                            21.576 METERS 07010     |
 QJ0202| QJ0194 DUCK ISLAND USLS 1904               APPROX.41.8 KM 1351326.9 |
 QJ0202| CH1969 REID RM 3                            14.048 METERS 14111     |
 QJ0202| CH1970 REID RM 4                            14.325 METERS 22003     |
 QJ0202| QJ0203 SCOTCH                              181.604 METERS 28759     |
 QJ0202| CH1967 REID RM 1                            24.786 METERS 32428     |
 QJ0202|---------------------------------------------------------------------|
 QJ0202
 QJ0202                          SUPERSEDED SURVEY CONTROL
 QJ0202
 QJ0202  NAD 27      -  45 55 19.53500(N)    083 20 33.19900(W) AD(       ) 1
 QJ0202
 QJ0202.Superseded values are not recommended for survey control.
 QJ0202
 QJ0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0202.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0202
 QJ0202_MARKER: S = SPIKE
 QJ0202_SETTING: 0 = UNSPECIFIED SETTING
 QJ0202
 QJ0202  HISTORY     - Date     Condition        Report By
 QJ0202  HISTORY     - 1904     MONUMENTED       USLS
 QJ0202  HISTORY     - 1944     GOOD             IBC
 QJ0202
 QJ0202                          STATION DESCRIPTION
 QJ0202
 QJ0202'DESCRIBED BY US LAKE SURVEY 1904
 QJ0202'NEAR THE CENTER OF COCKBURN ISLAND AND NEAR THE HIGHEST POINT OF
 QJ0202'THE HILL IN WHAT IS KNOWN AS THE SCOTCH BLOCK.  IT IS IN THE ROAD
 QJ0202'RIGHT - OF - WAY (ON THE MAIN ROAD FROM THE COASTAL VILLAGE TO THE
 QJ0202'TOP OF THE HILL AND THENCE S TO THE SCHOOLHOUSE) AND IS 10.5 FEET
 QJ0202'W OF THE E FENCE AT A POINT 200 FEET S OF THE BEND IN THE ROAD AT
 QJ0202'THE TOP OF THE LAST STEEP GRADE IN THE ROAD.  IT IS 5 FEET OUTSIDE
 QJ0202'THE E DITCH OF THE ROAD AND 16 FEET FROM THE CENTER OF THE ROAD, IN
 QJ0202'A SMALL DEPRESSION 3 FEET ACROSS AND 6 INCHES DEEP.  THE HIGHEST
 QJ0202'POINT ON THE HILL IS ABOUT 500 FEET S OF THE STATION.
 QJ0202'
 QJ0202'THE CONCRETE REFERENCE MARK IS GONE.  THE STONE HEAPS ARE STILL
 QJ0202'THERE BUT THERE ARE SO MANY OTHERS THAT THEY CANNOT BE IDENTIFIED
 QJ0202'TILL THE STATION IS FOUND.  ONE OF THE BARNS IS GONE AND THE OTHER
 QJ0202'HIDDEN BY A GROWTH OF TIMBER.
 QJ0202'
 QJ0202'STATION MARK--A LARGE SPIKE IN THE CENTER OF THREE OTHERS SET IN
 QJ0202'THE TOP OF A CONCRETE MONUMENT WHOSE TOP IS FLUSH WITH THE GROUND IN
 QJ0202'THE BOTTOM OF THE DEPRESSION MENTIONED ABOVE.  THE SPIKES ARE BENT
 QJ0202'OVER FLAT.  THE CONCRETE IS MARKED---U.S.L.S. 1903---.
 QJ0202
 QJ0202                          STATION RECOVERY (1944)
 QJ0202
 QJ0202'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 QJ0202'RECOVERED IN GOOD CONDITION.
 QJ0202'
 QJ0202'REFERENCE MARKS--DRILL HOLES WERE MADE IN FOUR SOLID ROCKS THIS YEAR
 QJ0202'AND ARE DESCRIBED AS FOLLOWS--
 QJ0202'
 QJ0202'REFERENCE MARK 1 IS IN A ROCK 3 BY 2 FEET BY 1 FOOT HIGH IN THE
 QJ0202'ROAD RIGHT - OF - WAY, NW FROM THE STATION AND 8 FEET FROM THE E
 QJ0202'FENCE.
 QJ0202'
 QJ0202'REFERENCE MARK 2 IS A ROCK 1-1/2 FEET BY 1-1/2 FEET BY 1 FOOT HIGH,
 QJ0202'NE OF THE STATION, IN AN OPEN FIELD, 40 FEET INSIDE THE FENCE LINE.
 QJ0202'
 QJ0202'REFERENCE MARK 3 IS IN A ROCK 2 BY 1-1/2 FEET BY 3 INCHES HIGH, SE
 QJ0202'OF THE STATION, IN THE ROADWAY, 2 FEET FROM THE E FENCE.
 QJ0202'
 QJ0202'REFERENCE MARK 4 IS IN A ROCK 2-1/2 BY 2-1/2 FEET BY 1 FOOT HIGH
 QJ0202'ACROSS THE ROAD, IN THE BUSHES AT THE TOP OF THE STEEP BANK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NC1642 ***********************************************************************
 NC1642  DESIGNATION -  RIDGEWAY 2
 NC1642  PID         -  NC1642
 NC1642  STATE/COUNTY-  ON/NIAGARA
 NC1642  COUNTRY     -  CANADA
 NC1642  NTS MAPSHEET-  WELLAND (2020)
 NC1642
 NC1642                         *CURRENT SURVEY CONTROL
 NC1642  ______________________________________________________________________
 NC1642* NAD 83(1996) POSITION- 42 52 33.92151(N) 079 03 34.05502(W)   ADJUSTED
 NC1642* NAVD 88 ORTHO HEIGHT -   194.    (meters)      636.    (feet) SCALED
 NC1642  ______________________________________________________________________
 NC1642  GEOID HEIGHT    -        -35.960 (meters)                     EGM08
 NC1642  HORZ ORDER      -  FIRST
 NC1642
 NC1642.The positional and height information provided upon this datasheet are not
 NC1642.officially recognized by the Government of Canada, provincial governments
 NC1642.within Canada, nor are they intended to replace or substitute for them.
 NC1642.The intent of sharing this data is to allow access to positions or heights
 NC1642.recognized by the United States Government. Passive control that is used by
 NC1642.both nations may share the same or similar designations or descriptions but
 NC1642.do not share official positions or heights. The 'Station Description' may
 NC1642.originate from a Canadian 'Station Report' and if so contains information
 NC1642.licensed under the 'Open Government License - Canada'.
 NC1642
 NC1642.The horizontal coordinates were established by classical geodetic methods
 NC1642.and adjusted by the National Geodetic Survey in January 1999.
 NC1642
 NC1642.The orthometric height was scaled from a topographic map.
 NC1642
 NC1642.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC1642
 NC1642.Click photographs - Photos may exist for this station.
 NC1642
 NC1642. The following values were computed from the NAD 83(1996) position.
 NC1642
 NC1642;                    North         East     Units Scale Factor Converg.
 NC1642;UTM  17      - 4,748,881.428   658,490.001   MT  0.99990903   +1 19 14.3
 NC1642
 NC1642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NC1642!UTM  17      -   0.99997524  x   0.99990903  =   0.99988427
 NC1642
 NC1642:                Primary Azimuth Mark                     Grid Az
 NC1642:UTM  17      -  HAMBURG 2 RESET                          121 26 01.1
 NC1642
 NC1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5849048881(NAD 83)
 NC1642
 NC1642|---------------------------------------------------------------------|
 NC1642| PID    Reference Object                     Distance      Geod. Az  |
 NC1642|                                                           dddmmss.s |
 NC1642| DA1990 RIDGEWAY 2 RM 1                      39.660 METERS 03134     |
 NC1642| NC1403 BUFFALO RAND BUILDING TOWER         APPROX.15.2 KM 0854406.5 |
 NC1642| NC1449 BESSEMER CEMENT PLANT STACK         APPROX.19.7 KM 1202306.5 |
 NC1642| NC1451 HAMBURG 2 RESET                     APPROX.19.6 KM 1224515.4 |
 NC1642| NC1664 STURGEON POINT STANDPIPE            APPROX.26.6 KM 1745528.8 |
 NC1642| NC1662 CRYSTAL BEACH WATER TANK            APPROX. 1.5 KM 2044256.3 |
 NC1642| DA1991 RIDGEWAY 2 RM 2                     219.870 METERS 22945     |
 NC1642| DA1992 RIDGEWAY 2 RM 3                      36.750 METERS 31550     |
 NC1642|---------------------------------------------------------------------|
 NC1642
 NC1642                          SUPERSEDED SURVEY CONTROL
 NC1642
 NC1642  NAD 83(1986)-  42 52 33.92854(N)    079 03 34.05328(W) AD(       ) 1
 NC1642  NAD 27      -  42 52 33.72400(N)    079 03 34.91000(W) AD(       ) 1
 NC1642
 NC1642.Superseded values are not recommended for survey control.
 NC1642
 NC1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1642.See file dsdata.pdf to determine how the superseded data were derived.
 NC1642
 NC1642_MARKER: DD = SURVEY DISK
 NC1642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NC1642_MARK LOGO: GSC
 NC1642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NC1642+STABILITY: SURFACE MOTION
 NC1642
 NC1642  HISTORY     - Date     Condition        Report By
 NC1642  HISTORY     - 1929     MONUMENTED       GSC
 NC1642  HISTORY     - 20150425 MARK NOT FOUND   GEOCAC
 NC1642
 NC1642                          STATION DESCRIPTION
 NC1642
 NC1642'DESCRIBED BY GEODETIC SURVEY OF CANADA 1929 (CMT)
 NC1642'LOCATED IN AN OPEN FIELD NEAR A GRAVEL PIT AT THE SW INTERSECTION
 NC1642'OF TWO ROADS, ABOUT 1/2 MILE SW OF THE VILLAGE OF RIDGEWAY AND
 NC1642'1/2 MILE N OF CRYSTAL BEACH IN TOWNSHIP OF BERTIE COUNTY OF
 NC1642'WELLAND PROVINCE OF ONTARIO.  THE SQUARE ON WHICH STATION IS
 NC1642'LOCATED IS E OF DERBY ROAD AND N OF HUMBERSTONE ROAD AND
 NC1642'W OF STREET LEADING TO CRYSTAL BEACH.  OLD STATION L.S. 1876
 NC1642'DESTROYED.  NEW POINT OCCUPIED.  SUBSURFACE MARK IS 2-1/2 FEET
 NC1642'BELOW SURFACE MARK WHICH IS 5 FEET BELOW SURFACE DUE TO FUTURE
 NC1642'EXCAVATION TO BE DONE.  IT IS 31.4 METERS W OF THE CENTER OF
 NC1642'STREET LEADING TO CRYSTAL BEACH, 58.85 METERS NW OF NW
 NC1642'CORNER OF DWELLING HOUSE ON E SIDE OF STREET, 37 METERS S OF
 NC1642'CENTER OF THE MAIN TRAVELED PART OF ROAD, 32.4 METERS S OF
 NC1642'TELEPHONE LINE WITH CABLE ON SAME.
 NC1642'
 NC1642'SURFACE MARK AND REFERENCE MARKS ARE STANDARD MARKS OF
 NC1642'THE GEODETIC SURVEY OF CANADA SET IN CONCRETE.
 NC1642'
 NC1642'SUBSURFACE MARK IS STANDARD U.S.C. AND G. SURVEY MARK SET IN
 NC1642'AN IRREGULAR MASS OF CONCRETE.
 NC1642'
 NC1642'REFERENCE MARK NO.1, LAKE SURVEY, 1876 IS PLANTED STONE AT
 NC1642'NE CORNER OF A VACANT SQUARE, NEAR GRAVEL PIT.  REFERENCE MARK
 NC1642'NO.2 IS 6 METERS E OF CENTER OF STREET (DERBY ROAD) AND 8 METERS
 NC1642'N OF THE CENTER LINE OF HUMBERSTONE ROAD.  REFERENCE MARK NO.3 IS
 NC1642'ON BANK IN ROW OF BUSHES ABOUT 6 METERS S OF CENTER LINE OF ROAD.
 NC1642'
 NC1642'HEIGHT OF SIGNAL ABOVE STATION MARK - 26 METERS.
 NC1642
 NC1642                          STATION RECOVERY (2015)
 NC1642
 NC1642'RECOVERY NOTE BY GEOCACHING 2015 (RLM)
 NC1642'THE STATION MARK AND ALL REFERENCE MARKS WERE SEARCHED FOR AND NOT
 NC1642'FOUND.  THE LOCATION DESCRIBED IS NOW A CEMETERY.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC1197 ***********************************************************************
 TC1197  DESIGNATION -  RIGHT
 TC1197  PID         -  TC1197
 TC1197  STATE/COUNTY-  ON/RAINY RIVER
 TC1197  COUNTRY     -  CANADA
 TC1197  NTS MAPSHEET-  PINEWOOD (2020)
 TC1197
 TC1197                         *CURRENT SURVEY CONTROL
 TC1197  ______________________________________________________________________
 TC1197* NAD 83(1996) POSITION- 48 38 38.24071(N) 094 03 38.06189(W)   ADJUSTED
 TC1197* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 TC1197  ______________________________________________________________________
 TC1197  GEOID HEIGHT    -        -29.578 (meters)                     EGM08
 TC1197  HORZ ORDER      -  THIRD
 TC1197
 TC1197.The positional and height information provided upon this datasheet are not
 TC1197.officially recognized by the Government of Canada, provincial governments
 TC1197.within Canada, nor are they intended to replace or substitute for them.
 TC1197.The intent of sharing this data is to allow access to positions or heights
 TC1197.recognized by the United States Government. Passive control that is used by
 TC1197.both nations may share the same or similar designations or descriptions but
 TC1197.do not share official positions or heights. The 'Station Description' may
 TC1197.originate from a Canadian 'Station Report' and if so contains information
 TC1197.licensed under the 'Open Government License - Canada'.
 TC1197
 TC1197.The horizontal coordinates were established by classical geodetic methods
 TC1197.and adjusted by the National Geodetic Survey in March 1999.
 TC1197
 TC1197.The orthometric height was scaled from a topographic map.
 TC1197
 TC1197.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1197
 TC1197.Click photographs - Photos may exist for this station.
 TC1197
 TC1197. The following values were computed from the NAD 83(1996) position.
 TC1197
 TC1197;                    North         East     Units Scale Factor Converg.
 TC1197;UTM  15      - 5,388,420.027   421,876.176   MT  0.99967498   -0 47 46.1
 TC1197
 TC1197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1197!UTM  15      -   0.99995349  x   0.99967498  =   0.99962848
 TC1197
 TC1197:                Primary Azimuth Mark                     Grid Az
 TC1197:UTM  15      -  DOG                                      080 29 13.7
 TC1197
 TC1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP2187688420(NAD 83)
 TC1197
 TC1197|---------------------------------------------------------------------|
 TC1197| PID    Reference Object                     Distance      Geod. Az  |
 TC1197|                                                           dddmmss.s |
 TC1197| TC0898 DOG                                 457.603 METERS 0794127.6 |
 TC1197| TC0938 LEFT                                164.740 METERS 19426     |
 TC1197|---------------------------------------------------------------------|
 TC1197
 TC1197                          SUPERSEDED SURVEY CONTROL
 TC1197
 TC1197  NAD 83(1986)-  48 38 38.22653(N)    094 03 38.05769(W) AD(       ) 3
 TC1197
 TC1197.Superseded values are not recommended for survey control.
 TC1197
 TC1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1197.See file dsdata.pdf to determine how the superseded data were derived.
 TC1197
 TC1197_MARKER: DD = SURVEY DISK
 TC1197_SETTING: 66 = SET IN ROCK OUTCROP
 TC1197_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TC1197+STABILITY: POSITION/ELEVATION WELL
 TC1197
 TC1197  HISTORY     - Date     Condition        Report By
 TC1197  HISTORY     - 1914     MONUMENTED       IBC
 TC1197  HISTORY     - 1947     GOOD             IBC
 TC1197
 TC1197                          STATION DESCRIPTION
 TC1197
 TC1197'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC1197'ON THE NORTH BANK OF RAINY RIVER AT THE HEAD OF LONG SAULT RAPIDS.
 TC1197'THE STATION IS ON TOP OF A PLATEAU ABOUT 23 METERS ABOVE AND 18 METERS
 TC1197'BACK FROM THE RIVERS EDGE.  IT IS IN A CLEARED GRASSY PLACE, IN WHICH
 TC1197'ARE A NUMBER OF OUTCROPPING BOULDERS.  A PATH FROM THE RIVER ABOVE THE
 TC1197'RAPIDS PASSES NEAR THE STATION.
 TC1197'
 TC1197'STATION MARK--A BRONZE DISK CEMENTED IN AN OUTCROPPING ROCK, MARKING
 TC1197'TRIANGULATION STATION---RIGHT,---IS 2.05 METERS SOUTH OF MONUMENT 153.
 TC1197
 TC1197                          STATION RECOVERY (1947)
 TC1197
 TC1197'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1947 (NWS)
 TC1197'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TB1017 ***********************************************************************
 TB1017  DESIGNATION -  RIP
 TB1017  PID         -  TB1017
 TB1017  STATE/COUNTY-  ON/RAINY RIVER
 TB1017  COUNTRY     -  CANADA
 TB1017  NTS MAPSHEET-  EMO (2020)
 TB1017
 TB1017                         *CURRENT SURVEY CONTROL
 TB1017  ______________________________________________________________________
 TB1017* NAD 83(1996) POSITION- 48 38 24.00457(N) 093 56 07.72247(W)   ADJUSTED
 TB1017* NAVD 88 ORTHO HEIGHT -   337.    (meters)     1106.    (feet) SCALED
 TB1017  ______________________________________________________________________
 TB1017  GEOID HEIGHT    -        -29.747 (meters)                     EGM08
 TB1017  HORZ ORDER      -  SECOND
 TB1017
 TB1017.The positional and height information provided upon this datasheet are not
 TB1017.officially recognized by the Government of Canada, provincial governments
 TB1017.within Canada, nor are they intended to replace or substitute for them.
 TB1017.The intent of sharing this data is to allow access to positions or heights
 TB1017.recognized by the United States Government. Passive control that is used by
 TB1017.both nations may share the same or similar designations or descriptions but
 TB1017.do not share official positions or heights. The 'Station Description' may
 TB1017.originate from a Canadian 'Station Report' and if so contains information
 TB1017.licensed under the 'Open Government License - Canada'.
 TB1017
 TB1017.The horizontal coordinates were established by classical geodetic methods
 TB1017.and adjusted by the National Geodetic Survey in March 1999.
 TB1017
 TB1017.The orthometric height was scaled from a topographic map.
 TB1017
 TB1017.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB1017
 TB1017.Click photographs - Photos may exist for this station.
 TB1017
 TB1017. The following values were computed from the NAD 83(1996) position.
 TB1017
 TB1017;                    North         East     Units Scale Factor Converg.
 TB1017;UTM  15      - 5,387,859.969   431,085.363   MT  0.99965835   -0 42 07.8
 TB1017
 TB1017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TB1017!UTM  15      -   0.99995179  x   0.99965835  =   0.99961016
 TB1017
 TB1017:                Primary Azimuth Mark                     Grid Az
 TB1017:UTM  15      -  ZIP                                      278 25 08.6
 TB1017
 TB1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP3108587859(NAD 83)
 TB1017
 TB1017|---------------------------------------------------------------------|
 TB1017| PID    Reference Object                     Distance      Geod. Az  |
 TB1017|                                                           dddmmss.s |
 TB1017| CO8205 RIP RM                               22.500 METERS 00218     |
 TB1017| TB1018 ZIP                                 APPROX. 1.7 KM 2774300.8 |
 TB1017|---------------------------------------------------------------------|
 TB1017
 TB1017                          SUPERSEDED SURVEY CONTROL
 TB1017
 TB1017  NAD 83(1986)-  48 38 23.99087(N)    093 56 07.72810(W) AD(       ) 2
 TB1017  NAD 27      -  48 38 24.13893(N)    093 56 07.10792(W) AD(       ) 2
 TB1017  USSD        -  48 38 24.79700(N)    093 56 06.74000(W) AD(       ) 3
 TB1017
 TB1017.Superseded values are not recommended for survey control.
 TB1017
 TB1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB1017.See file dsdata.pdf to determine how the superseded data were derived.
 TB1017
 TB1017_MARKER: DS = TRIANGULATION STATION DISK
 TB1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TB1017
 TB1017  HISTORY     - Date     Condition        Report By
 TB1017  HISTORY     - 1923     MONUMENTED       CGS
 TB1017
 TB1017                          STATION DESCRIPTION
 TB1017
 TB1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (CMD)
 TB1017'ABOUT 4-1/2 MILES WEST OF EMO, AT CURVE ON CANADIAN NATIONAL
 TB1017'RAILWAY, 846 METERS (2,776 FEET) WEST OF MILEPOST 113, AND AT
 TB1017'INTERSECTION OF SOUTH RAIL FROM EAST WITH SOUTH RAIL FROM
 TB1017'WEST.  SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS
 TB1017'IN CONCRETE.  REFERENCE MARK IS STANDARD
 TB1017'REFERENCE DISK IN CONCRETE, 22.50 METERS (73.8 FEET)
 TB1017'FROM STATION N 12 DEG 18 MIN E.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DL5257 ***********************************************************************
 DL5257  DESIGNATION -  RM 11
 DL5257  PID         -  DL5257
 DL5257  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 DL5257  COUNTRY     -  CANADA
 DL5257  NTS MAPSHEET-  CORNWALL (2020)
 DL5257
 DL5257                         *CURRENT SURVEY CONTROL
 DL5257  ______________________________________________________________________
 DL5257* NAD 83(1986) POSITION- 45 00 30.16   (N) 074 47 30.42   (W)   HD_HELD1
 DL5257* NAVD 88 ORTHO HEIGHT -    77.930 (meters)      255.68  (feet) ADJUSTED
 DL5257  ______________________________________________________________________
 DL5257  GEOID HEIGHT    -        -31.515 (meters)                     EGM08
 DL5257  DYNAMIC HEIGHT  -         77.929 (meters)      255.67  (feet) COMP
 DL5257  MODELED GRAVITY -    980,598.8   (mgal)                       NAVD 88
 DL5257
 DL5257  VERT ORDER      -  FIRST     CLASS II
 DL5257
 DL5257.The positional and height information provided upon this datasheet are not
 DL5257.officially recognized by the Government of Canada, provincial governments
 DL5257.within Canada, nor are they intended to replace or substitute for them.
 DL5257.The intent of sharing this data is to allow access to positions or heights
 DL5257.recognized by the United States Government. Passive control that is used by
 DL5257.both nations may share the same or similar designations or descriptions but
 DL5257.do not share official positions or heights. The 'Station Description' may
 DL5257.originate from a Canadian 'Station Report' and if so contains information
 DL5257.licensed under the 'Open Government License - Canada'.
 DL5257
 DL5257.The horizontal coordinates were determined by differentially corrected
 DL5257.hand held GPS observations or other comparable positioning techniques
 DL5257.and have an estimated accuracy of +/- 3 meters.
 DL5257
 DL5257.The orthometric height was determined by differential leveling and
 DL5257.adjusted by the NATIONAL GEODETIC SURVEY
 DL5257.in March 2024.
 DL5257
 DL5257.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5257
 DL5257.Click photographs - Photos may exist for this station.
 DL5257
 DL5257.The dynamic height is computed by dividing the NAVD 88
 DL5257.geopotential number by the normal gravity value computed on the
 DL5257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5257.degrees latitude (g = 980.6199 gals.).
 DL5257
 DL5257.The modeled gravity was interpolated from observed gravity values.
 DL5257
 DL5257
 DL5257_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1640883902(NAD 83)
 DL5257
 DL5257                          SUPERSEDED SURVEY CONTROL
 DL5257
 DL5257  NAVD 88 (10/14/09)   77.912  (m)          255.62   (f) SUPERSEDED  1 2
 DL5257
 DL5257.Superseded values are not recommended for survey control.
 DL5257
 DL5257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5257.See file dsdata.pdf to determine how the superseded data were derived.
 DL5257
 DL5257_MARKER: Z = SEE DESCRIPTION
 DL5257_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL5257_SP_SET: DAM
 DL5257_STAMPING: 11
 DL5257_MARK LOGO: IBC
 DL5257_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5257+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2022
 DL5257
 DL5257  HISTORY     - Date     Condition        Report By
 DL5257  HISTORY     - 20081027 MONUMENTED       ONTAPW
 DL5257  HISTORY     - 20220912 GOOD             IBC
 DL5257
 DL5257                          STATION DESCRIPTION
 DL5257
 DL5257'DESCRIBED BY ONTARIO POWER GENERATION 2008
 DL5257'THE STATION IS LOCATED ABOUT 11.5 KM (7.1 MI) NORTHEAST OF MASSENA,
 DL5257'5.35 KM (3.3 MI) WEST-SOUTHWEST OF CORNWALL, CANADA AND ON THE
 DL5257'CANADIAN PORTION OF THE MOSES-SAUNDERS DAM.
 DL5257'
 DL5257'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 37 AND 131,
 DL5257'GO NORTHERLY ON HIGHWAY 131 (BARNHART ISLE ROAD) FOR 3.6 KM (2.2 MI)
 DL5257'TO THE TUNNEL AT THE EISENHOWER LOCK.  PASS THROUGH THE TUNNEL AND
 DL5257'CONTINUE NORTHERLY FOR 1.45 KM (0.9 MI) TO A CROSSROAD.  CONTINUE
 DL5257'AHEAD FOR 1.1 KM (0.7 MI) TO A SIDE ROAD RIGHT (BEACH MARINA ROAD).
 DL5257'CONTINUE AHEAD FOR 2.85 KM (1.8 MI) TO THE PASNY SECURITY BUILDING ON
 DL5257'THE RIGHT.  CONTINUE AHEAD FOR 1.15 KM (0.7 MI) TO THE DAM GO
 DL5257'NORTHWEST ON THE DAM FOR 0.8 KM (0.5 MI) TO PAST THE CENTER OF THE
 DL5257'DAM, THE INTERNATIONAL BOUNDARY AND TO THE STATION.
 DL5257'
 DL5257'ICE 11 IS THE HIGHEST POINT OF AN INTERNATIONAL BOUNDARY COMMISSION
 DL5257'REFERENCE MONUMENT BRASS DISK SET FLUSH IN THE CONCRETE DECK OF THE
 DL5257'TOP OF THE HEADWORK 4.49 M (14.7 FT) EAST OF PEDESTAL MD6, 0.80 M (2.6
 DL5257'FT) WEST OF THE EASTERNMOST RAIL OF THE OVERHEAD GANTRY CRANE AND 0.56
 DL5257'M (1.8 FT) EAST OF THE NORTHEAST CORNER OF HEAD GATE HATCH COVER 4A.
 DL5257
 DL5257                          STATION RECOVERY (2022)
 DL5257
 DL5257'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 2022 (JAO)
 DL5257'MARK IS LOCATED 4.9 KM (3.0 MI) WEST-SOUTHWEST OF THE CORNWALL,
 DL5257'ONTARIO, CANADA CITY HALL AND WITHIN THE GROUNDS FOR THE ROBERT H.
 DL5257'SAUNDERS POWER DAM, ST. LAWRENCE GENERATING STATION, OPERATED BY
 DL5257'ONTARIO POWER GENERATION (OPG).
 DL5257'
 DL5257'CONTACT THE OPG ENGINEERING DEPARTMENT AT 613-932-3072 TO OBTAIN
 DL5257'PERMISSION TO ACCESS THE MARK.
 DL5257'
 DL5257'REFERENCE MARK 11 IS THE HIGHEST POINT OF AN INTERNATIONAL BOUNDARY
 DL5257'COMMISSION REFERENCE MARK, A BRASS DISK SET FLUSH IN THE CONCRETE DECK
 DL5257'ON THE SOUTHEAST SIDE, BETWEEN HEADGATES 3C AND 4A ON THE TOP OF THE
 DL5257'OPG HEADWORKS.
 DL5257'
 DL5257'4.49 M (14.7 FT) SOUTHEAST OF DEFORMATION PILLAR MD6, 0.80 M (2.6 FT)
 DL5257'NORTHWEST OF THE EASTERNMOST RAIL OF THE OVERHEAD GANTRY CRANE AND
 DL5257'0.56 M (1.8 FT) EAST OF THE NORTHEAST CORNER OF HEADGATE HATCH COVER
 DL5257'4A.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1359 ***********************************************************************
 RJ1359  DESIGNATION -  RM 13 C8W 268
 RJ1359  PID         -  RJ1359
 RJ1359  STATE/COUNTY-  ON/ALGOMA
 RJ1359  COUNTRY     -  CANADA
 RJ1359  NTS MAPSHEET-  MUNUSCONG LAKE (2020)
 RJ1359
 RJ1359                         *CURRENT SURVEY CONTROL
 RJ1359  ______________________________________________________________________
 RJ1359* NAD 83(1986) POSITION- 46 11 28.12394(N) 084 04 17.87150(W)   ADJUSTED
 RJ1359* NAVD 88 ORTHO HEIGHT -   178.3   (meters)      585.    (feet) VERTCON
 RJ1359  ______________________________________________________________________
 RJ1359  GEOID HEIGHT    -        -37.050 (meters)                     EGM08
 RJ1359  HORZ ORDER      -  SECOND
 RJ1359
 RJ1359.The positional and height information provided upon this datasheet are not
 RJ1359.officially recognized by the Government of Canada, provincial governments
 RJ1359.within Canada, nor are they intended to replace or substitute for them.
 RJ1359.The intent of sharing this data is to allow access to positions or heights
 RJ1359.recognized by the United States Government. Passive control that is used by
 RJ1359.both nations may share the same or similar designations or descriptions but
 RJ1359.do not share official positions or heights. The 'Station Description' may
 RJ1359.originate from a Canadian 'Station Report' and if so contains information
 RJ1359.licensed under the 'Open Government License - Canada'.
 RJ1359
 RJ1359.The horizontal coordinates were established by classical geodetic methods
 RJ1359.and adjusted by the National Geodetic Survey in May 1990.
 RJ1359
 RJ1359.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1359
 RJ1359.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1359
 RJ1359.Click photographs - Photos may exist for this station.
 RJ1359
 RJ1359. The following values were computed from the NAD 83(1986) position.
 RJ1359
 RJ1359;                    North         East     Units Scale Factor Converg.
 RJ1359;UTM  16      - 5,119,454.390   725,964.339   MT  1.00022771   +2 06 51.0
 RJ1359;UTM  17      - 5,119,872.466   262,981.436   MT  1.00029064   -2 13 03.6
 RJ1359
 RJ1359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1359!UTM  16      -   0.99997785  x   1.00022771  =   1.00020556
 RJ1359!UTM  17      -   0.99997785  x   1.00029064  =   1.00026849
 RJ1359
 RJ1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2596419454(NAD 83)
 RJ1359
 RJ1359                          SUPERSEDED SURVEY CONTROL
 RJ1359
 RJ1359  NGVD 29 (05/22/90)  178.3    (m)          585.     (f) VERT ANG       
 RJ1359
 RJ1359.Superseded values are not recommended for survey control.
 RJ1359
 RJ1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1359.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1359
 RJ1359_MARKER: DS = TRIANGULATION STATION DISK
 RJ1359_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1359+WITH SETTING: INFORMATION.
 RJ1359_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1359
 RJ1359  HISTORY     - Date     Condition        Report By
 RJ1359  HISTORY     - 1988     MONUMENTED       USACE
 RJ1359
 RJ1359                          STATION DESCRIPTION
 RJ1359
 RJ1359'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1359'THE STATION IS LOCATED ABOUT 38.1 KM (23.7 MI) SOUTHEAST OF SAULT
 RJ1359'STE MARIE, 40.6 KM (25.2 MI) EAST OF RUDYARD, AND 27.2 KM (16.9 MI)
 RJ1359'NORTH-NORTHWEST OF DETOUR VILLAGE, IN PART OF LOT 31, NEEBISH
 RJ1359'CONCESSION, TOWNSHIP OF JOCELYN, DISTRICT OF ALGOMA.
 RJ1359'OWNERSHIP---JOCEYLN TOWNSHIP
 RJ1359'
 RJ1359'TO REACH THE STATION FROM THE POST OFFICE IN PICKFORD MI, GO EAST
 RJ1359'FOR 20.9 KM (13 MI) ON GOGOMAIN ROAD TO A 90 DEGREE BEND IN THE ROAD
 RJ1359'TOWARD THE SOUTH, TURN LEFT AND GO NORTH FOR 152.4 METERS (500 FT)
 RJ1359'ON A GRAVEL ROAD TO THE PUBLIC BOAT LAUNCH. TRAVEL BY BOAT FOR 20
 RJ1359'MINUTES ACROSS MUNUSCONG LAKE TO RICHARDSON POINT WHICH IS 1.2 KM
 RJ1359'(0.75 MI) NORTH OF RICHARDSON CREEK WHERE THE STATION IS LOCATED.
 RJ1359'
 RJ1359'THE STATION IS A STANDARD COE DISK THAT IS
 RJ1359'STAMPED---C8W-265---, SET INTO A COVERED CYLINDER THAT IS FLUSH
 RJ1359'WITH THE GROUND, AND ATTACHED TO AN ALUMINUM ROD THAT IS DRIVEN
 RJ1359'INTO THE GROUND.
 RJ1359'
 RJ1359'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TB0989 ***********************************************************************
 TB0989  DESIGNATION -  ROB
 TB0989  PID         -  TB0989
 TB0989  STATE/COUNTY-  ON/RAINY RIVER
 TB0989  COUNTRY     -  CANADA
 TB0989  NTS MAPSHEET-  EMO (2020)
 TB0989
 TB0989                         *CURRENT SURVEY CONTROL
 TB0989  ______________________________________________________________________
 TB0989* NAD 83(1996) POSITION- 48 36 51.10931(N) 093 34 10.56320(W)   ADJUSTED
 TB0989* NAVD 88 ORTHO HEIGHT -   354.    (meters)     1161.    (feet) SCALED
 TB0989  ______________________________________________________________________
 TB0989  GEOID HEIGHT    -        -30.393 (meters)                     EGM08
 TB0989  HORZ ORDER      -  SECOND
 TB0989
 TB0989.The positional and height information provided upon this datasheet are not
 TB0989.officially recognized by the Government of Canada, provincial governments
 TB0989.within Canada, nor are they intended to replace or substitute for them.
 TB0989.The intent of sharing this data is to allow access to positions or heights
 TB0989.recognized by the United States Government. Passive control that is used by
 TB0989.both nations may share the same or similar designations or descriptions but
 TB0989.do not share official positions or heights. The 'Station Description' may
 TB0989.originate from a Canadian 'Station Report' and if so contains information
 TB0989.licensed under the 'Open Government License - Canada'.
 TB0989
 TB0989.The horizontal coordinates were established by classical geodetic methods
 TB0989.and adjusted by the National Geodetic Survey in March 1999.
 TB0989
 TB0989.The orthometric height was scaled from a topographic map.
 TB0989
 TB0989.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB0989
 TB0989.Click photographs - Photos may exist for this station.
 TB0989
 TB0989. The following values were computed from the NAD 83(1996) position.
 TB0989
 TB0989;                    North         East     Units Scale Factor Converg.
 TB0989;UTM  15      - 5,384,725.911   458,017.211   MT  0.99962165   -0 25 38.5
 TB0989
 TB0989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TB0989!UTM  15      -   0.99994922  x   0.99962165  =   0.99957089
 TB0989
 TB0989:                Primary Azimuth Mark                     Grid Az
 TB0989:UTM  15      -  STATES                                   270 27 58.1
 TB0989
 TB0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP5801784725(NAD 83)
 TB0989
 TB0989|---------------------------------------------------------------------|
 TB0989| PID    Reference Object                     Distance      Geod. Az  |
 TB0989|                                                           dddmmss.s |
 TB0989| CO8213 ROB RM                               23.815 METERS 18808     |
 TB0989| TB1003 STATES                              APPROX. 7.1 KM 2700219.6 |
 TB0989|---------------------------------------------------------------------|
 TB0989
 TB0989                          SUPERSEDED SURVEY CONTROL
 TB0989
 TB0989  NAD 83(1986)-  48 36 51.09690(N)    093 34 10.57728(W) AD(       ) 2
 TB0989  NAD 27      -  48 36 51.29097(N)    093 34 10.02945(W) AD(       ) 2
 TB0989  USSD        -  48 36 51.89300(N)    093 34 09.65000(W) AD(       ) 3
 TB0989
 TB0989.Superseded values are not recommended for survey control.
 TB0989
 TB0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0989.See file dsdata.pdf to determine how the superseded data were derived.
 TB0989
 TB0989_MARKER: DS = TRIANGULATION STATION DISK
 TB0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TB0989
 TB0989  HISTORY     - Date     Condition        Report By
 TB0989  HISTORY     - 1923     MONUMENTED       CGS
 TB0989
 TB0989                          STATION DESCRIPTION
 TB0989
 TB0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (CMD)
 TB0989'ABOUT 1-1/4 MILES WEST OF CROZIER, 500 METERS (1,640 FEET) WEST
 TB0989'OF MILEPOST 96 OF CANADIAN NATIONAL RAILWAY, AND 9.526 METERS
 TB0989'(31.25 FEET) NORTH OF SOUTH RAIL.  SURFACE AND UNDERGROUND
 TB0989'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 TB0989'REFERENCE MARK IS STANDARD REFERENCE DISK IN CONCRETE,
 TB0989'23.82 METERS (78.1 FEET) FROM STATION S 8 DEG 08 MIN W.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC1200 ***********************************************************************
 TC1200  DESIGNATION -  ROD
 TC1200  PID         -  TC1200
 TC1200  STATE/COUNTY-  ON/RAINY RIVER
 TC1200  COUNTRY     -  CANADA
 TC1200  NTS MAPSHEET-  PINEWOOD (2020)
 TC1200
 TC1200                         *CURRENT SURVEY CONTROL
 TC1200  ______________________________________________________________________
 TC1200* NAD 83(1996) POSITION- 48 38 41.26070(N) 094 02 41.73431(W)   ADJUSTED
 TC1200* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 TC1200  ______________________________________________________________________
 TC1200  GEOID HEIGHT    -        -29.605 (meters)                     EGM08
 TC1200  HORZ ORDER      -  THIRD
 TC1200
 TC1200.The positional and height information provided upon this datasheet are not
 TC1200.officially recognized by the Government of Canada, provincial governments
 TC1200.within Canada, nor are they intended to replace or substitute for them.
 TC1200.The intent of sharing this data is to allow access to positions or heights
 TC1200.recognized by the United States Government. Passive control that is used by
 TC1200.both nations may share the same or similar designations or descriptions but
 TC1200.do not share official positions or heights. The 'Station Description' may
 TC1200.originate from a Canadian 'Station Report' and if so contains information
 TC1200.licensed under the 'Open Government License - Canada'.
 TC1200
 TC1200.The horizontal coordinates were established by classical geodetic methods
 TC1200.and adjusted by the National Geodetic Survey in March 1999.
 TC1200
 TC1200.The orthometric height was scaled from a topographic map.
 TC1200
 TC1200.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1200
 TC1200.Click photographs - Photos may exist for this station.
 TC1200
 TC1200. The following values were computed from the NAD 83(1996) position.
 TC1200
 TC1200;                    North         East     Units Scale Factor Converg.
 TC1200;UTM  15      - 5,388,497.377   423,029.991   MT  0.99967278   -0 47 03.8
 TC1200
 TC1200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1200!UTM  15      -   0.99995349  x   0.99967278  =   0.99962629
 TC1200
 TC1200:                Primary Azimuth Mark                     Grid Az
 TC1200:UTM  15      -  PLUMB                                    112 52 30.4
 TC1200
 TC1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP2302988497(NAD 83)
 TC1200
 TC1200|---------------------------------------------------------------------|
 TC1200| PID    Reference Object                     Distance      Geod. Az  |
 TC1200|                                                           dddmmss.s |
 TC1200| TC0991 PLUMB                               APPROX. 0.7 KM 1120526.6 |
 TC1200| TC0975 OGREN                               342.195 METERS 15245     |
 TC1200| TC0908 FRAME                               288.033 METERS 23115     |
 TC1200| TC0879 COLT                                236.844 METERS 25546     |
 TC1200|---------------------------------------------------------------------|
 TC1200
 TC1200                          SUPERSEDED SURVEY CONTROL
 TC1200
 TC1200  NAD 83(1986)-  48 38 41.24668(N)    094 02 41.73076(W) AD(       ) 3
 TC1200
 TC1200.Superseded values are not recommended for survey control.
 TC1200
 TC1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1200.See file dsdata.pdf to determine how the superseded data were derived.
 TC1200
 TC1200_MARKER: X = CHISELED CROSS
 TC1200_SETTING: 80 = SET IN A BOULDER
 TC1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1200+STABILITY: SURFACE MOTION
 TC1200
 TC1200  HISTORY     - Date     Condition        Report By
 TC1200  HISTORY     - 1913     MONUMENTED       IBC
 TC1200
 TC1200                          STATION DESCRIPTION
 TC1200
 TC1200'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (ERM)
 TC1200'ON THE NORTH BANK OF RAINY RIVER, ABOUT THREE - FOURTHS MILE EAST OF
 TC1200'THE HEAD OF LONG SAULT RAPIDS AND ABOUT 60 METERS WEST OF THE MOUTH OF
 TC1200'STURGEON RIVER.  A LEANING ASH TREE IS ABOUT 9 METERS EAST OF THE
 TC1200'STATION.
 TC1200'
 TC1200'STATION MARK--A CROSS CUT IN A STONE.  SUBSURFACE MARK IS A BOTTLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TB0848 ***********************************************************************
 TB0848  DESIGNATION -  ROLL
 TB0848  PID         -  TB0848
 TB0848  STATE/COUNTY-  ON/RAINY RIVER
 TB0848  COUNTRY     -  CANADA
 TB0848  NTS MAPSHEET-  FORT FRANCES (2020)
 TB0848
 TB0848                         *CURRENT SURVEY CONTROL
 TB0848  ______________________________________________________________________
 TB0848* NAD 83(1996) POSITION- 48 37 43.21899(N) 093 05 49.20576(W)   ADJUSTED
 TB0848* NAVD 88 ORTHO HEIGHT -   338.57  (+/-2cm)     1110.8   (feet) VERTCON
 TB0848  ______________________________________________________________________
 TB0848  GEOID HEIGHT    -        -31.278 (meters)                     EGM08
 TB0848  HORZ ORDER      -  FIRST
 TB0848  VERT ORDER      -  THIRD ? (See Below)
 TB0848
 TB0848.The positional and height information provided upon this datasheet are not
 TB0848.officially recognized by the Government of Canada, provincial governments
 TB0848.within Canada, nor are they intended to replace or substitute for them.
 TB0848.The intent of sharing this data is to allow access to positions or heights
 TB0848.recognized by the United States Government. Passive control that is used by
 TB0848.both nations may share the same or similar designations or descriptions but
 TB0848.do not share official positions or heights. The 'Station Description' may
 TB0848.originate from a Canadian 'Station Report' and if so contains information
 TB0848.licensed under the 'Open Government License - Canada'.
 TB0848
 TB0848.The horizontal coordinates were established by classical geodetic methods
 TB0848.and adjusted by the National Geodetic Survey in March 1999.
 TB0848
 TB0848.The NAVD 88 height was computed by applying the VERTCON shift value to
 TB0848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TB0848
 TB0848.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB0848
 TB0848.The vertical order pertains to the NGVD 29 superseded value.
 TB0848
 TB0848.Click photographs - Photos may exist for this station.
 TB0848
 TB0848. The following values were computed from the NAD 83(1996) position.
 TB0848
 TB0848;                    North         East     Units Scale Factor Converg.
 TB0848;UTM  15      - 5,386,182.880   492,852.466   MT  0.99960063   -0 04 22.1
 TB0848
 TB0848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TB0848!UTM  15      -   0.99995184  x   0.99960063  =   0.99955249
 TB0848
 TB0848:                Primary Azimuth Mark                     Grid Az
 TB0848:UTM  15      -  ROLL AZ MK                               019 40 14.3
 TB0848
 TB0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP9285286182(NAD 83)
 TB0848
 TB0848|---------------------------------------------------------------------|
 TB0848| PID    Reference Object                     Distance      Geod. Az  |
 TB0848|                                                           dddmmss.s |
 TB0848| CO8227 ROLL AZ MK                                         0193552.2 |
 TB0848| CO8228 ROLL RM                              11.334 METERS 07610     |
 TB0848| CO8229 ROLL RM 2                             6.210 METERS 34657     |
 TB0848|---------------------------------------------------------------------|
 TB0848
 TB0848                          SUPERSEDED SURVEY CONTROL
 TB0848
 TB0848  NAD 83(1986)-  48 37 43.20731(N)    093 05 49.22615(W) AD(       ) 1
 TB0848  NAD 27      -  48 37 43.48642(N)    093 05 48.73936(W) AD(       ) 1
 TB0848  USSD        -  48 37 43.98300(N)    093 05 48.35700(W) AD(       ) 3
 TB0848  NGVD 29             338.20   (m)         1109.6    (f) LEVELING    3  
 TB0848
 TB0848.Superseded values are not recommended for survey control.
 TB0848
 TB0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0848.See file dsdata.pdf to determine how the superseded data were derived.
 TB0848
 TB0848
 TB0848  HISTORY     - Date     Condition        Report By
 TB0848  HISTORY     - 1923     MONUMENTED       CGS
 TB0848  HISTORY     - 1925     GOOD             CGS
 TB0848  HISTORY     - 1967     GOOD             CGS
 TB0848
 TB0848                          STATION DESCRIPTION
 TB0848
 TB0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 TB0848'ON RAINY LAKE, ON SOUTHEAST ISLAND OF GROUP OF FIVE SMALL
 TB0848'ISLANDS JUST SOUTH OF SAND POINT, MIDWAY BETWEEN EAST AND
 TB0848'WEST ENDS OF SAND POINT ISLAND, AND ABOUT 40 METERS (131 FEET)
 TB0848'WEST OF EAST END OF ISLAND.  ISLAND IS MASS OF VERTICAL
 TB0848'STRATIFIED ROCK.  MARKED BY STANDARD STATION DISK IN ROCK.
 TB0848'REFERENCE MARK IS STANDARD REFERENCE DISK IN ROCK,
 TB0848'11.32 METERS (37.1 FEET) FROM STATION.
 TB0848
 TB0848                          STATION RECOVERY (1967)
 TB0848
 TB0848'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LMC)
 TB0848'THE STATION MARK AND REFERENCE MARK WERE RECOVERED AND FOUND
 TB0848'IN GOOD CONDITION.  AN AZIMUTH MARK AND REFERENCE MARK 2
 TB0848'WAS ESTABLISHED AT THIS TIME.  THE DISTANCE TO REFERENCE
 TB0848'MARK CHECKED WITH ORIGINAL DESCRIPTION.  DUE TO VARIOUS
 TB0848'REASONS A COMPLETE NEW DESCRIPTION FOLLOWS--
 TB0848'
 TB0848'STATION IS LOCATED ON RAINY LAKE, 15 MILES WEST-NORTHWEST
 TB0848'OF INTERNATIONAL FALLS, MINNESOTA, U.S.A., 16 MILES NORTHWEST
 TB0848'OF RAY, MINNESOTA, U.S.A., ON THE SOUTHEAST ISLAND OF A GROUP
 TB0848'OF 5 SMALL ISLANDS JUST SOUTH OF SAND POINT AND MIDWAY BETWEEN
 TB0848'EAST AND WEST ENDS OF SAND POINT ISLAND.  THE ISLAND IS
 TB0848'A MASS OF VERTICAL STRATIFIED ROCK AND HAS 5 TREES ABOUT
 TB0848'CENTER PART OF ISLAND.
 TB0848'
 TB0848'ALL MARKS ARE STANDARD DISKS CEMENTED IN A DRILL HOLE IN
 TB0848'BEDROCK.
 TB0848'
 TB0848'STATION MARK, STAMPED ROLL 1923, IS FLUSH.  IT IS 51 FEET
 TB0848'SOUTHWEST OF THE NORTHEAST POINT OF ISLAND, 25 FEET SOUTHEAST
 TB0848'OF NORTH EDGE OF ISLAND, 18.3 FEET SOUTHEAST OF A METAL WITNESS
 TB0848'POST AND 8 FEET NORTHWEST OF SOUTH EDGE OF ISLAND.
 TB0848'
 TB0848'R.M. STAMPED ROLL 1923, IS FLUSH.  IT IS 45.6 FEET SOUTHWEST
 TB0848'OF A METAL WITNESS POST, 15 FEET NORTHEAST OF AN 8 INCH PINE
 TB0848'TREE, 3.3 FEET NORTHWEST OF SOUTH EDGE OF ISLAND AND ABOUT
 TB0848'3 FEET ABOVE WATER LEVEL.
 TB0848'
 TB0848'R.M. 2, STAMPED ROLL 1923 NO 2 1967, IS FLUSH.  IT IS 5.3
 TB0848'FEET WEST OF A METAL WITNESS POST, 5 FEET SOUTHEAST OF NORTH
 TB0848'EDGE OF ISLAND AND 1.5 FEET ABOVE WATER LEVEL.
 TB0848'
 TB0848'AZIMUTH MARK, STAMPED ROLL 1923 1967, IS FLUSH.  IT IS
 TB0848'NORTHEAST OF STATION ON A ROCK POINT THAT IS ON THE SOUTH
 TB0848'SIDE OF SAND POINT ISLAND.  IT IS 150 FEET SOUTH OF MAIN
 TB0848'BODY OF SAND POINT ISLAND, 20 FEET SOUTH-SOUTHEAST OF A 5
 TB0848'INCH POPLAR TREE, 12 FEET NORTH OF SOUTH EDGE OF ROCK POINT
 TB0848'AND 3.4 FEET SOUTHWEST OF A METAL WITNESS POST.
 TB0848'
 TB0848'TO REACH AZIMUTH MARK, GO NORTHEAST BY BOAT OR SEAPLANE FOR
 TB0848'0.25 MILE TO SANDY BEACH AND ROCK POINT TO MARK AS DESCRIBED.
 TB0848'
 TB0848'STATION CAN BE REACHED BY SEAPLANE OR BOAT.
 TB0848'
 TB0848'HEIGHT OF LIGHT ABOVE STATION MARK 74 FEET.
 TB0848'
 TB0848'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15 MILES
 TB0848'EAST OF FORT FRANCES
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0974 ***********************************************************************
 RJ0974  DESIGNATION -  ROSS USLS 1894
 RJ0974  PID         -  RJ0974
 RJ0974  STATE/COUNTY-  ON/ALGOMA
 RJ0974  COUNTRY     -  CANADA
 RJ0974  NTS MAPSHEET-  MUNUSCONG LAKE (2020)
 RJ0974
 RJ0974                         *CURRENT SURVEY CONTROL
 RJ0974  ______________________________________________________________________
 RJ0974* NAD 83(1986) POSITION- 46 14 47.29920(N) 084 05 49.24292(W)   ADJUSTED
 RJ0974* NAVD 88 ORTHO HEIGHT -   207.    (meters)      679.    (feet) SCALED
 RJ0974  ______________________________________________________________________
 RJ0974  GEOID HEIGHT    -        -37.044 (meters)                     EGM08
 RJ0974  HORZ ORDER      -  FIRST
 RJ0974
 RJ0974.The positional and height information provided upon this datasheet are not
 RJ0974.officially recognized by the Government of Canada, provincial governments
 RJ0974.within Canada, nor are they intended to replace or substitute for them.
 RJ0974.The intent of sharing this data is to allow access to positions or heights
 RJ0974.recognized by the United States Government. Passive control that is used by
 RJ0974.both nations may share the same or similar designations or descriptions but
 RJ0974.do not share official positions or heights. The 'Station Description' may
 RJ0974.originate from a Canadian 'Station Report' and if so contains information
 RJ0974.licensed under the 'Open Government License - Canada'.
 RJ0974
 RJ0974.The horizontal coordinates were established by classical geodetic methods
 RJ0974.and adjusted by the National Geodetic Survey in July 1986.
 RJ0974
 RJ0974.The orthometric height was scaled from a topographic map.
 RJ0974
 RJ0974.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0974
 RJ0974.Click photographs - Photos may exist for this station.
 RJ0974
 RJ0974. The following values were computed from the NAD 83(1986) position.
 RJ0974
 RJ0974;                    North         East     Units Scale Factor Converg.
 RJ0974;UTM  16      - 5,125,529.464   723,780.857   MT  1.00021563   +2 05 51.9
 RJ0974
 RJ0974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0974!UTM  16      -   0.99997335  x   1.00021563  =   1.00018898
 RJ0974
 RJ0974:                Primary Azimuth Mark                     Grid Az
 RJ0974:UTM  16      -  59 NEEBISH                               339 34 53.9
 RJ0974
 RJ0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2378025529(NAD 83)
 RJ0974
 RJ0974|---------------------------------------------------------------------|
 RJ0974| PID    Reference Object                     Distance      Geod. Az  |
 RJ0974|                                                           dddmmss.s |
 RJ0974| RJ0933 59 NEEBISH                          APPROX. 7.6 KM 3414045.8 |
 RJ0974|---------------------------------------------------------------------|
 RJ0974
 RJ0974                          SUPERSEDED SURVEY CONTROL
 RJ0974
 RJ0974  NAD 27      -  46 14 47.24100(N)    084 05 49.14900(W) AD(       ) 1
 RJ0974  USSD        -  46 14 47.79100(N)    084 05 48.36600(W) AD(       ) 3
 RJ0974
 RJ0974.Superseded values are not recommended for survey control.
 RJ0974
 RJ0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0974.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0974
 RJ0974_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RJ0974_SETTING: 80 = SET IN A BOULDER
 RJ0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0974+STABILITY: SURFACE MOTION
 RJ0974
 RJ0974  HISTORY     - Date     Condition        Report By
 RJ0974  HISTORY     - 1894     MONUMENTED       USLS
 RJ0974
 RJ0974                          STATION DESCRIPTION
 RJ0974
 RJ0974'DESCRIBED BY US LAKE SURVEY 1894
 RJ0974'ON THE TOP OF A HILL ON THE W SIDE OF ST JOSEPH ISLAND, ACROSS THE
 RJ0974'MUNUSCONG CHANNEL FROM THE LOWER END OF RAINS ISLAND.  IT IS ABOUT
 RJ0974'A HUNDRED METERS N OF THE D LINE ROAD AND 200 METERS W OF THE MAIN
 RJ0974'N - AND - S ROAD ON THE W SIDE OF THE ISLAND.  ON THE ONLY LARGE
 RJ0974'BOULDER ON THE HILL.  BOULDER MEASURES 5 BY 5 FEET BY 3 FEET - HIGH.
 RJ0974'
 RJ0974'STATION MARK IS A STANDARD U S L S BRONZE DISK WITH A CROSS AND
 RJ0974'---ROSS---STAMPED ON IT.  IT IS SET IN A DRILL HOLE IN THE ROCK.
 RJ0974'AN 8-FOOT TRIPOD IS OVER THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DF5382 ***********************************************************************
 DF5382  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF5382  DESIGNATION -  ROSSPORT CORS ARP
 DF5382  CORS_ID     -  ROSS
 DF5382  PID         -  DF5382
 DF5382  STATE/COUNTY-  ON/THUNDER BAY
 DF5382  COUNTRY     -  CANADA
 DF5382  NTS MAPSHEET-  ROSSPORT (2020)
 DF5382
 DF5382                         *CURRENT SURVEY CONTROL
 DF5382  ______________________________________________________________________
 DF5382* NAD 83(2011) POSITION- 48 50 01.39397(N) 087 31 10.52323(W)   ADJUSTED
 DF5382* NAD 83(2011) ELLIP HT-   150.744 (meters)        (12/??/22)   ADJUSTED
 DF5382* NAD 83(2011) EPOCH   -  2010.00
 DF5382  ______________________________________________________________________
 DF5382  GEOID HEIGHT    -        -37.354 (meters)                     EGM08
 DF5382  NAD 83(2011) X  -    182,046.886 (meters)                     COMP
 DF5382  NAD 83(2011) Y  - -4,202,531.209 (meters)                     COMP
 DF5382  NAD 83(2011) Z  -  4,778,520.396 (meters)                     COMP
 DF5382
 DF5382  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF5382  Standards:
 DF5382         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF5382            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF5382  -------------------------------------------------------------------
 DF5382  NETWORK    0.24   0.44           0.06   0.12   0.23     -0.12084400
 DF5382  -------------------------------------------------------------------
 DF5382
 DF5382.The positional and height information provided upon this datasheet are not
 DF5382.officially recognized by the Government of Canada, provincial governments
 DF5382.within Canada, nor are they intended to replace or substitute for them.
 DF5382.The intent of sharing this data is to allow access to positions or heights
 DF5382.recognized by the United States Government. Passive control that is used by
 DF5382.both nations may share the same or similar designations or descriptions but
 DF5382.do not share official positions or heights. The 'Station Description' may
 DF5382.originate from a Canadian 'Station Report' and if so contains information
 DF5382.licensed under the 'Open Government License - Canada'.
 DF5382
 DF5382.The coordinates were established by GPS observations
 DF5382.and adjusted by the National Geodetic Survey in December 2022.
 DF5382
 DF5382.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF5382.been affixed to the stable North American Tectonic Plate. 
 DF5382
 DF5382.The coordinates are valid at the epoch date displayed above
 DF5382.which is a decimal equivalence of Year/Month/Day.
 DF5382
 DF5382.Due to the release of the International GNSS Service (IGS) 2014
 DF5382.realization of the International Terrestrial Reference Frame of 2014
 DF5382.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DF5382.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DF5382.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DF5382.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DF5382.currently published epoch of 2010.00.
 DF5382
 DF5382.Additional information on MYCS2 is available at
 DF5382.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DF5382
 DF5382.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5382
 DF5382.The PID for the CORS L1 Phase Center is DR8278.
 DF5382
 DF5382.Click photographs - Photos may exist for this station.
 DF5382
 DF5382.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF5382
 DF5382.The ellipsoidal height was determined by GPS observations
 DF5382.and is referenced to NAD 83.
 DF5382
 DF5382. The following values were computed from the NAD 83(2011) position.
 DF5382
 DF5382;                    North         East     Units Scale Factor Converg.
 DF5382;UTM  16      - 5,409,101.708   461,869.612   MT  0.99961786   -0 23 28.2
 DF5382
 DF5382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5382!UTM  16      -   0.99997638  x   0.99961786  =   0.99959425
 DF5382
 DF5382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16UDV6186909101(NAD 83)
 DF5382
 DF5382                          SUPERSEDED SURVEY CONTROL
 DF5382
 DF5382  NAD 83(2011)-  48 50 01.39369(N)    087 31 10.52264(W) AD(2010.00) c
 DF5382  ELLIP H (11/??/22)  150.724  (m)                       GP(2010.00) c c
 DF5382  NAD 83(2011)-  48 50 01.39369(N)    087 31 10.52264(W) AD(2010.00) c
 DF5382  ELLIP H (06/??/19)  150.774  (m)                       GP(2010.00) c c
 DF5382  NAD 83(2011)-  48 50 01.39380(N)    087 31 10.52237(W) AD(2010.00) c
 DF5382  ELLIP H (08/??/11)  150.770  (m)                       GP(2010.00) c c
 DF5382  NAD 83(CORS)-  48 50 01.39409(N)    087 31 10.52296(W) AD(2002.00) c
 DF5382  ELLIP H (05/??/03)  150.756  (m)                       GP(2002.00) c c
 DF5382
 DF5382.Superseded values are not recommended for survey control.
 DF5382
 DF5382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5382.See file dsdata.pdf to determine how the superseded data were derived.
 DF5382
 DF5382_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF5382
 DF5382                          STATION DESCRIPTION
 DF5382
 DF5382'DESCRIBED BY NATIONAL GEODETIC SURVEY 2022
 DF5382'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DF5382'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DF5382'ACCESSIBLE AT THE WORLDWIDE WEB.
 DF5382'https://geodesy.noaa.gov/CORS/data.shtml
 DF5382'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DF5384 ***********************************************************************
 DF5384  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF5384  DESIGNATION -  ROSSPORT CORS MONUMENT
 DF5384  CORS_ID     -  ROSS
 DF5384  PID         -  DF5384
 DF5384  STATE/COUNTY-  ON/THUNDER BAY
 DF5384  COUNTRY     -  CANADA
 DF5384  NTS MAPSHEET-  ROSSPORT (2020)
 DF5384
 DF5384                         *CURRENT SURVEY CONTROL
 DF5384  ______________________________________________________________________
 DF5384* NAD 83(2011) POSITION- 48 50 01.39397(N) 087 31 10.52323(W)   ADJUSTED
 DF5384* NAD 83(2011) ELLIP HT-   150.694 (meters)        (12/??/22)   ADJUSTED
 DF5384* NAD 83(2011) EPOCH   -  2010.00
 DF5384  ______________________________________________________________________
 DF5384  GEOID HEIGHT    -        -37.354 (meters)                     EGM08
 DF5384  NAD 83(2011) X  -    182,046.884 (meters)                     COMP
 DF5384  NAD 83(2011) Y  - -4,202,531.176 (meters)                     COMP
 DF5384  NAD 83(2011) Z  -  4,778,520.358 (meters)                     COMP
 DF5384
 DF5384  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF5384  Standards:
 DF5384         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF5384            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF5384  -------------------------------------------------------------------
 DF5384  NETWORK    0.24   0.44           0.06   0.12   0.23     -0.12084400
 DF5384  -------------------------------------------------------------------
 DF5384
 DF5384.The positional and height information provided upon this datasheet are not
 DF5384.officially recognized by the Government of Canada, provincial governments
 DF5384.within Canada, nor are they intended to replace or substitute for them.
 DF5384.The intent of sharing this data is to allow access to positions or heights
 DF5384.recognized by the United States Government. Passive control that is used by
 DF5384.both nations may share the same or similar designations or descriptions but
 DF5384.do not share official positions or heights. The 'Station Description' may
 DF5384.originate from a Canadian 'Station Report' and if so contains information
 DF5384.licensed under the 'Open Government License - Canada'.
 DF5384
 DF5384.The horizontal coordinates were established by GPS observations
 DF5384.and adjusted by the National Geodetic Survey in December 2022.
 DF5384
 DF5384.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF5384.been affixed to the stable North American Tectonic Plate. 
 DF5384
 DF5384.The horizontal coordinates are valid at the epoch date displayed above
 DF5384.which is a decimal equivalence of Year/Month/Day.
 DF5384
 DF5384.Due to the release of the International GNSS Service (IGS) 2014
 DF5384.realization of the International Terrestrial Reference Frame of 2014
 DF5384.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DF5384.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DF5384.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DF5384.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DF5384.currently published epoch of 2010.00.
 DF5384
 DF5384.Additional information on MYCS2 is available at
 DF5384.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DF5384
 DF5384.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5384
 DF5384.Click photographs - Photos may exist for this station.
 DF5384
 DF5384.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF5384
 DF5384.The ellipsoidal height was determined by GPS observations
 DF5384.and is referenced to NAD 83.
 DF5384
 DF5384. The following values were computed from the NAD 83(2011) position.
 DF5384
 DF5384;                    North         East     Units Scale Factor Converg.
 DF5384;UTM  16      - 5,409,101.708   461,869.612   MT  0.99961786   -0 23 28.2
 DF5384
 DF5384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5384!UTM  16      -   0.99997638  x   0.99961786  =   0.99959425
 DF5384
 DF5384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16UDV6186909101(NAD 83)
 DF5384
 DF5384                          SUPERSEDED SURVEY CONTROL
 DF5384
 DF5384  NAD 83(2011)-  48 50 01.39369(N)    087 31 10.52264(W) AD(2010.00) A
 DF5384  ELLIP H (11/??/22)  150.674  (m)                       GP(2010.00) 4 1
 DF5384  NAD 83(2011)-  48 50 01.39369(N)    087 31 10.52264(W) AD(2010.00) A
 DF5384  ELLIP H (06/??/19)  150.724  (m)                       GP(2010.00) 4 1
 DF5384  NAD 83(2011)-  48 50 01.39380(N)    087 31 10.52237(W) AD(2010.00) A
 DF5384  ELLIP H (08/??/11)  150.720  (m)                       GP(2010.00) 4 1
 DF5384  NAD 83(CORS)-  48 50 01.39409(N)    087 31 10.52296(W) AD(2002.00) A
 DF5384  ELLIP H (05/??/03)  150.706  (m)                       GP(2002.00) 4 1
 DF5384
 DF5384.Superseded values are not recommended for survey control.
 DF5384
 DF5384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5384.See file dsdata.pdf to determine how the superseded data were derived.
 DF5384
 DF5384_STAMPING: UNKNOWN
 DF5384
 DF5384                          STATION DESCRIPTION
 DF5384
 DF5384'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'ROSS'
 DF5384'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DF5384'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF5384'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF5384'   https://geodesy.noaa.gov/corsdata/coord/coord_14
 DF5384'   https://geodesy.noaa.gov/corsdata/station_log
 DF5384'   https://geodesy.noaa.gov/CORS
 DF5384'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TB1019 ***********************************************************************
 TB1019  DESIGNATION -  RUB
 TB1019  PID         -  TB1019
 TB1019  STATE/COUNTY-  ON/RAINY RIVER
 TB1019  COUNTRY     -  CANADA
 TB1019  NTS MAPSHEET-  EMO (2020)
 TB1019
 TB1019                         *CURRENT SURVEY CONTROL
 TB1019  ______________________________________________________________________
 TB1019* NAD 83(1996) POSITION- 48 38 11.85816(N) 093 53 18.03625(W)   ADJUSTED
 TB1019* NAVD 88 ORTHO HEIGHT -   337.    (meters)     1106.    (feet) SCALED
 TB1019  ______________________________________________________________________
 TB1019  GEOID HEIGHT    -        -29.796 (meters)                     EGM08
 TB1019  HORZ ORDER      -  SECOND
 TB1019
 TB1019.The positional and height information provided upon this datasheet are not
 TB1019.officially recognized by the Government of Canada, provincial governments
 TB1019.within Canada, nor are they intended to replace or substitute for them.
 TB1019.The intent of sharing this data is to allow access to positions or heights
 TB1019.recognized by the United States Government. Passive control that is used by
 TB1019.both nations may share the same or similar designations or descriptions but
 TB1019.do not share official positions or heights. The 'Station Description' may
 TB1019.originate from a Canadian 'Station Report' and if so contains information
 TB1019.licensed under the 'Open Government License - Canada'.
 TB1019
 TB1019.The horizontal coordinates were established by classical geodetic methods
 TB1019.and adjusted by the National Geodetic Survey in March 1999.
 TB1019
 TB1019.The orthometric height was scaled from a topographic map.
 TB1019
 TB1019.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB1019
 TB1019.Click photographs - Photos may exist for this station.
 TB1019
 TB1019. The following values were computed from the NAD 83(1996) position.
 TB1019
 TB1019;                    North         East     Units Scale Factor Converg.
 TB1019;UTM  15      - 5,387,443.443   434,553.299   MT  0.99965262   -0 40 00.3
 TB1019
 TB1019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TB1019!UTM  15      -   0.99995180  x   0.99965262  =   0.99960444
 TB1019
 TB1019:                Primary Azimuth Mark                     Grid Az
 TB1019:UTM  15      -  PAT                                      284 35 56.4
 TB1019
 TB1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP3455387443(NAD 83)
 TB1019
 TB1019|---------------------------------------------------------------------|
 TB1019| PID    Reference Object                     Distance      Geod. Az  |
 TB1019|                                                           dddmmss.s |
 TB1019| CO8253 RUB RM                               22.830 METERS 20855     |
 TB1019| TB1016 PAT                                 APPROX. 1.8 KM 2835556.1 |
 TB1019|---------------------------------------------------------------------|
 TB1019
 TB1019                          SUPERSEDED SURVEY CONTROL
 TB1019
 TB1019  NAD 83(1986)-  48 38 11.84400(N)    093 53 18.04235(W) AD(       ) 2
 TB1019  NAD 27      -  48 38 11.99803(N)    093 53 17.43041(W) AD(       ) 2
 TB1019  USSD        -  48 38 12.65200(N)    093 53 17.06000(W) AD(       ) 3
 TB1019
 TB1019.Superseded values are not recommended for survey control.
 TB1019
 TB1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB1019.See file dsdata.pdf to determine how the superseded data were derived.
 TB1019
 TB1019_MARKER: DS = TRIANGULATION STATION DISK
 TB1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TB1019
 TB1019  HISTORY     - Date     Condition        Report By
 TB1019  HISTORY     - 1923     MONUMENTED       CGS
 TB1019
 TB1019                          STATION DESCRIPTION
 TB1019
 TB1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (CMD)
 TB1019'ABOUT 2-1/4 MILES WEST OF EMO, 462 METERS (1,516 FEET) WEST OF
 TB1019'MILEPOST 111 OF CANADIAN NATIONAL RAILWAY, AND 9.493 METERS (31.14
 TB1019'FEET) NORTH OF SOUTH RAIL.  SURFACE AND UNDERGROUND MARKS ARE
 TB1019'STANDARD STATION DISKS IN CONCRETE.  REFERENCE
 TB1019'MARK IS STANDARD REFERENCE DISK IN CONCRETE, 22.83
 TB1019'METERS (74.9 FEET) FROM STATION S 28 DEG 55 MIN W.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TB1059 ***********************************************************************
 TB1059  DESIGNATION -  RYE
 TB1059  PID         -  TB1059
 TB1059  STATE/COUNTY-  ON/RAINY RIVER
 TB1059  COUNTRY     -  CANADA
 TB1059  NTS MAPSHEET-  NAMAKAN LAKE (2020)
 TB1059
 TB1059                         *CURRENT SURVEY CONTROL
 TB1059  ______________________________________________________________________
 TB1059* NAD 83(1996) POSITION- 48 27 35.68634(N) 092 41 58.07453(W)   ADJUSTED
 TB1059* NAVD 88 ORTHO HEIGHT -   341.    (meters)     1119.    (feet) SCALED
 TB1059  ______________________________________________________________________
 TB1059  GEOID HEIGHT    -        -31.599 (meters)                     EGM08
 TB1059  HORZ ORDER      -  SECOND
 TB1059
 TB1059.The positional and height information provided upon this datasheet are not
 TB1059.officially recognized by the Government of Canada, provincial governments
 TB1059.within Canada, nor are they intended to replace or substitute for them.
 TB1059.The intent of sharing this data is to allow access to positions or heights
 TB1059.recognized by the United States Government. Passive control that is used by
 TB1059.both nations may share the same or similar designations or descriptions but
 TB1059.do not share official positions or heights. The 'Station Description' may
 TB1059.originate from a Canadian 'Station Report' and if so contains information
 TB1059.licensed under the 'Open Government License - Canada'.
 TB1059
 TB1059.The horizontal coordinates were established by classical geodetic methods
 TB1059.and adjusted by the National Geodetic Survey in March 1999.
 TB1059
 TB1059.The orthometric height was scaled from a topographic map.
 TB1059
 TB1059.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB1059
 TB1059.Click photographs - Photos may exist for this station.
 TB1059
 TB1059. The following values were computed from the NAD 83(1996) position.
 TB1059
 TB1059;                    North         East     Units Scale Factor Converg.
 TB1059;UTM  15      - 5,367,463.301   522,218.553   MT  0.99960607   +0 13 29.8
 TB1059
 TB1059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TB1059!UTM  15      -   0.99995146  x   0.99960607  =   0.99955755
 TB1059
 TB1059:                Primary Azimuth Mark                     Grid Az
 TB1059:UTM  15      -  HARRY                                    281 59 36.5
 TB1059
 TB1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UWP2221867463(NAD 83)
 TB1059
 TB1059|---------------------------------------------------------------------|
 TB1059| PID    Reference Object                     Distance      Geod. Az  |
 TB1059|                                                           dddmmss.s |
 TB1059| CJ2718 RYE RM                                6.270 METERS 01135     |
 TB1059| TB1053 HARRY                               APPROX. 0.9 KM 2821306.3 |
 TB1059|---------------------------------------------------------------------|
 TB1059
 TB1059                          SUPERSEDED SURVEY CONTROL
 TB1059
 TB1059  NAD 83(1986)-  48 27 35.69180(N)    092 41 58.11408(W) AD(       ) 2
 TB1059  NAD 27      -  48 27 36.03073(N)    092 41 57.54085(W) AD(       ) 2
 TB1059  USSD        -  48 27 36.45600(N)    092 41 57.33000(W) AD(       ) 3
 TB1059
 TB1059.Superseded values are not recommended for survey control.
 TB1059
 TB1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB1059.See file dsdata.pdf to determine how the superseded data were derived.
 TB1059
 TB1059
 TB1059  HISTORY     - Date     Condition        Report By
 TB1059  HISTORY     - 1923     MONUMENTED       CGS
 TB1059  HISTORY     - 1925     GOOD             CGS
 TB1059
 TB1059                          STATION DESCRIPTION
 TB1059
 TB1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 TB1059'ON NAMAKAN LAKE, 6 MILES SOUTHWEST OF KETTLE FALLS, MIN.,
 TB1059'1-3/4 MILES SOUTH OF THE NARROWS, ON HIGHEST POINT OF SMALL
 TB1059'ROCKY ISLAND JUST NORTHWEST OF ERICKSON (OR DUNSMOORE) ISLAND.
 TB1059'MARKED BY STANDARD STATION DISK IN ROCK.  REFERENCE
 TB1059'MARK IS STANDARD REFERENCE DISK IN ROCK, 6.27 METERS
 TB1059'(20.6 FEET) FROM STATION N 11 DEG 35 MIN E.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DL5273 ***********************************************************************
 DL5273  DESIGNATION -  S ICE
 DL5273  PID         -  DL5273
 DL5273  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 DL5273  COUNTRY     -  CANADA
 DL5273  NTS MAPSHEET-  CORNWALL (2020)
 DL5273
 DL5273                         *CURRENT SURVEY CONTROL
 DL5273  ______________________________________________________________________
 DL5273* NAD 83(1986) POSITION- 45 00 31.96   (N) 074 47 28.07   (W)   HD_HELD1
 DL5273* NAVD 88 ORTHO HEIGHT -    77.956 (meters)      255.76  (feet) ADJUSTED
 DL5273  ______________________________________________________________________
 DL5273  GEOID HEIGHT    -        -31.515 (meters)                     EGM08
 DL5273  DYNAMIC HEIGHT  -         77.955 (meters)      255.76  (feet) COMP
 DL5273  MODELED GRAVITY -    980,598.8   (mgal)                       NAVD 88
 DL5273
 DL5273  VERT ORDER      -  FIRST     CLASS II
 DL5273
 DL5273.The positional and height information provided upon this datasheet are not
 DL5273.officially recognized by the Government of Canada, provincial governments
 DL5273.within Canada, nor are they intended to replace or substitute for them.
 DL5273.The intent of sharing this data is to allow access to positions or heights
 DL5273.recognized by the United States Government. Passive control that is used by
 DL5273.both nations may share the same or similar designations or descriptions but
 DL5273.do not share official positions or heights. The 'Station Description' may
 DL5273.originate from a Canadian 'Station Report' and if so contains information
 DL5273.licensed under the 'Open Government License - Canada'.
 DL5273
 DL5273.The horizontal coordinates were determined by differentially corrected
 DL5273.hand held GPS observations or other comparable positioning techniques
 DL5273.and have an estimated accuracy of +/- 3 meters.
 DL5273
 DL5273.The orthometric height was determined by differential leveling and
 DL5273.adjusted by the NATIONAL GEODETIC SURVEY
 DL5273.in March 2024.
 DL5273
 DL5273.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5273
 DL5273.Click photographs - Photos may exist for this station.
 DL5273
 DL5273.The dynamic height is computed by dividing the NAVD 88
 DL5273.geopotential number by the normal gravity value computed on the
 DL5273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5273.degrees latitude (g = 980.6199 gals.).
 DL5273
 DL5273.The modeled gravity was interpolated from observed gravity values.
 DL5273
 DL5273
 DL5273_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1645983957(NAD 83)
 DL5273
 DL5273                          SUPERSEDED SURVEY CONTROL
 DL5273
 DL5273  NAVD 88 (10/14/09)   77.933  (m)          255.69   (f) SUPERSEDED  1 2
 DL5273
 DL5273.Superseded values are not recommended for survey control.
 DL5273
 DL5273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5273.See file dsdata.pdf to determine how the superseded data were derived.
 DL5273
 DL5273_MARKER: DB = BENCH MARK DISK
 DL5273_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL5273_SP_SET: DAM DECK
 DL5273_MARK LOGO: NONE
 DL5273_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5273+STABILITY: SURFACE MOTION
 DL5273_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5273+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2022
 DL5273
 DL5273  HISTORY     - Date     Condition        Report By
 DL5273  HISTORY     - 1958     MONUMENTED       ONTAPW
 DL5273  HISTORY     - 20220912 GOOD             NGS
 DL5273
 DL5273                          STATION DESCRIPTION
 DL5273
 DL5273'DESCRIBED BY ONTARIO POWER GENERATION 1958
 DL5273'S-ICE IS THE HIGHEST POINT OF A 2-INCH (5 CM) BRASS HEX DISK SET FLUSH
 DL5273'IN THE CONCRETE DECK OF THE TOP OF THE HEADWORK, 36 PACES SOUTH OF
 DL5273'BENCH MARK N-ICE, 6.70 M (22.0 FT) WEST-NORTHWEST OF THE NORTHWEST
 DL5273'CORNER OF HEAD GATE HATCH COVER 1-A, 1.80 M (5.9 FT) EAST OF THE DAM
 DL5273'FACE AND 0.5 M (1.6 FT) WEST OF THE WESTERNMOST RAIL OF THE OVERHEAD
 DL5273'GANTRY CRANE.
 DL5273'
 DL5273'NOTE-NO STAMPING.
 DL5273
 DL5273                          STATION RECOVERY (2022)
 DL5273
 DL5273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (JAO)
 DL5273'THE MARK IS LOCATED 4.9 KM (3.0 MI) WEST-SOUTHWEST OF THE CORNWALL,
 DL5273'ONTARIO, CANADA CITY HALL AND WITHIN THE GROUNDS FOR THE ROBERT H.
 DL5273'SAUNDERS POWER DAM, ST. LAWRENCE GENERATING STATION, OPERATED BY
 DL5273'ONTARIO POWER GENERATION (OPG).
 DL5273'
 DL5273'CONTACT THE ENGINEERING DEPARTMENT AT 613-932-3072 TO OBTAIN
 DL5273'PERMISSION TO ACCESS THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0746 ***********************************************************************
 RJ0746  DESIGNATION -  SAND
 RJ0746  PID         -  RJ0746
 RJ0746  STATE/COUNTY-  ON/ALGOMA
 RJ0746  COUNTRY     -  CANADA
 RJ0746  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ0746
 RJ0746                         *CURRENT SURVEY CONTROL
 RJ0746  ______________________________________________________________________
 RJ0746* NAD 83(1986) POSITION- 46 30 55.64543(N) 084 06 43.63190(W)   ADJUSTED
 RJ0746* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0746  ______________________________________________________________________
 RJ0746  GEOID HEIGHT    -        -37.229 (meters)                     EGM08
 RJ0746  HORZ ORDER      -  THIRD
 RJ0746
 RJ0746.The positional and height information provided upon this datasheet are not
 RJ0746.officially recognized by the Government of Canada, provincial governments
 RJ0746.within Canada, nor are they intended to replace or substitute for them.
 RJ0746.The intent of sharing this data is to allow access to positions or heights
 RJ0746.recognized by the United States Government. Passive control that is used by
 RJ0746.both nations may share the same or similar designations or descriptions but
 RJ0746.do not share official positions or heights. The 'Station Description' may
 RJ0746.originate from a Canadian 'Station Report' and if so contains information
 RJ0746.licensed under the 'Open Government License - Canada'.
 RJ0746
 RJ0746.The horizontal coordinates were established by classical geodetic methods
 RJ0746.and adjusted by the National Geodetic Survey in July 1986.
 RJ0746
 RJ0746.The orthometric height was scaled from a topographic map.
 RJ0746
 RJ0746.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0746
 RJ0746.Click photographs - Photos may exist for this station.
 RJ0746
 RJ0746. The following values were computed from the NAD 83(1986) position.
 RJ0746
 RJ0746;                    North         East     Units Scale Factor Converg.
 RJ0746;UTM  16      - 5,155,373.207   721,524.829   MT  1.00020324   +2 05 46.2
 RJ0746
 RJ0746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0746!UTM  16      -   0.99997824  x   1.00020324  =   1.00018148
 RJ0746
 RJ0746:                Primary Azimuth Mark                     Grid Az
 RJ0746:UTM  16      -  CHURCH                                   265 02 21.7
 RJ0746
 RJ0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2152455373(NAD 83)
 RJ0746
 RJ0746|---------------------------------------------------------------------|
 RJ0746| PID    Reference Object                     Distance      Geod. Az  |
 RJ0746|                                                           dddmmss.s |
 RJ0746| RJ0747 TERTIARY 22 USLS                    152.739 METERS 18914     |
 RJ0746| RJ0756 CHURCH                              APPROX. 0.8 KM 2670807.9 |
 RJ0746|---------------------------------------------------------------------|
 RJ0746
 RJ0746                          SUPERSEDED SURVEY CONTROL
 RJ0746
 RJ0746  NAD 27      -  46 30 55.55900(N)    084 06 43.52800(W) AD(       ) 3
 RJ0746
 RJ0746.Superseded values are not recommended for survey control.
 RJ0746
 RJ0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0746.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0746
 RJ0746_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0746+STABILITY: SURFACE MOTION
 RJ0746
 RJ0746  HISTORY     - Date     Condition        Report By
 RJ0746  HISTORY     - 1943     MONUMENTED       IBC
 RJ0746  HISTORY     - 1958     GOOD             IBC
 RJ0746
 RJ0746                          STATION DESCRIPTION
 RJ0746
 RJ0746'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0746'ON THE NW SIDE OF SAND ISLAND, S OF SQUIRREL ISLAND, 85 FEET S OF
 RJ0746'HIGH - WATER MARK, AT TOP OF SLOPING SAND BANK, ABOUT 6 FEET ABOVE
 RJ0746'WATER, IT IS ABOUT 140 FEET S OF LOW - WATER MARK, 63.7 FEET E OF
 RJ0746'24-INCH PINE TREE WITH STEEL CABLE AROUND THE TRUNK, 63.7 FEET NE
 RJ0746'OF A 16-INCH PINE, 85.4 FEET NW OF A 14-INCH PINE, AND 47.6 FEET SO
 RJ0746'OF 14-INCH PINE TREE.  IT IS 152.737 METERS (501.12 FEET) FROM
 RJ0746'TERTIARY 22 (U S L S), N 09 DEG 14 MIN E.
 RJ0746'
 RJ0746'STATION MARK IS A STANDARD I B C BRONZE - DISK STATION MARK IN A
 RJ0746'CYLINDER OF CONCRETE, 7 INCHES IN DIAMETER AND 20 INCHES LONG, SET
 RJ0746'2 INCHES ABOVE SURFACE OF GROUND.  SUBSURFACE MARK IS A ROUNDHEADED
 RJ0746'COPPER RIVET IN A CYLINDER OF CONCRETE, 7 INCHES IN DIAMETER AND
 RJ0746'10 INCHES LONG, SET 22 INCHES UNDERGROUND.
 RJ0746
 RJ0746                          STATION RECOVERY (1958)
 RJ0746
 RJ0746'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0746'RECOVERED IN GOOD CONDITION.  STATION IS ABOUT 1000 FEET EAST OF
 RJ0746'POINT OF ISLAND AND 700 FEET NORTH EAST OF LAKE GEORGE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NE1336 ***********************************************************************
 NE1336  DESIGNATION -  SANDWICH ASSUMPTION CH SPIRE
 NE1336  PID         -  NE1336
 NE1336  STATE/COUNTY-  ON/ESSEX
 NE1336  COUNTRY     -  CANADA
 NE1336  NTS MAPSHEET-  WINDSOR (2020)
 NE1336
 NE1336                         *CURRENT SURVEY CONTROL
 NE1336  ______________________________________________________________________
 NE1336* NAD 83(1995) POSITION- 42 18 27.19672(N) 083 04 11.28822(W)   ADJUSTED
 NE1336  ______________________________________________________________________
 NE1336  GEOID HEIGHT    -        -35.059 (meters)                     EGM08
 NE1336  HORZ ORDER      -  THIRD
 NE1336
 NE1336.The positional and height information provided upon this datasheet are not
 NE1336.officially recognized by the Government of Canada, provincial governments
 NE1336.within Canada, nor are they intended to replace or substitute for them.
 NE1336.The intent of sharing this data is to allow access to positions or heights
 NE1336.recognized by the United States Government. Passive control that is used by
 NE1336.both nations may share the same or similar designations or descriptions but
 NE1336.do not share official positions or heights. The 'Station Description' may
 NE1336.originate from a Canadian 'Station Report' and if so contains information
 NE1336.licensed under the 'Open Government License - Canada'.
 NE1336
 NE1336.The horizontal coordinates were established by classical geodetic methods
 NE1336.and adjusted by the National Geodetic Survey in April 1998.
 NE1336
 NE1336.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1336
 NE1336.Click photographs - Photos may exist for this station.
 NE1336
 NE1336. The following values were computed from the NAD 83(1995) position.
 NE1336
 NE1336;                    North         East     Units Scale Factor Converg.
 NE1336;UTM  17      - 4,685,999.114   329,408.248   MT  0.99995808   -1 23 36.7
 NE1336
 NE1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2940885999(NAD 83)
 NE1336
 NE1336                          SUPERSEDED SURVEY CONTROL
 NE1336
 NE1336  NAD 83(1986)-  42 18 27.20491(N)    083 04 11.31892(W) AD(       ) 3
 NE1336  NAD 27      -  42 18 27.07000(N)    083 04 11.59700(W) AD(       ) 3
 NE1336
 NE1336.Superseded values are not recommended for survey control.
 NE1336
 NE1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1336.See file dsdata.pdf to determine how the superseded data were derived.
 NE1336
 NE1336_MARKER: 90 = CHURCH SPIRE
 NE1336
 NE1336  HISTORY     - Date     Condition        Report By
 NE1336  HISTORY     - 1932     FIRST OBSERVED   CGS
 NE1336
 NE1336                          STATION DESCRIPTION
 NE1336
 NE1336'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0829 ***********************************************************************
 RJ0829  DESIGNATION -  SAULT STE MARIE E AERIAL POLE
 RJ0829  PID         -  RJ0829
 RJ0829  STATE/COUNTY-  ON/ALGOMA
 RJ0829  COUNTRY     -  CANADA
 RJ0829  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ0829
 RJ0829                         *CURRENT SURVEY CONTROL
 RJ0829  ______________________________________________________________________
 RJ0829* NAD 83(1986) POSITION- 46 31 04.28587(N) 084 17 45.43463(W)   ADJUSTED
 RJ0829* NAVD 88 ORTHO HEIGHT -   213.    (meters)      699.    (feet) SCALED
 RJ0829  ______________________________________________________________________
 RJ0829  GEOID HEIGHT    -        -37.161 (meters)                     EGM08
 RJ0829  HORZ ORDER      -  THIRD
 RJ0829
 RJ0829.The positional and height information provided upon this datasheet are not
 RJ0829.officially recognized by the Government of Canada, provincial governments
 RJ0829.within Canada, nor are they intended to replace or substitute for them.
 RJ0829.The intent of sharing this data is to allow access to positions or heights
 RJ0829.recognized by the United States Government. Passive control that is used by
 RJ0829.both nations may share the same or similar designations or descriptions but
 RJ0829.do not share official positions or heights. The 'Station Description' may
 RJ0829.originate from a Canadian 'Station Report' and if so contains information
 RJ0829.licensed under the 'Open Government License - Canada'.
 RJ0829
 RJ0829.The horizontal coordinates were established by classical geodetic methods
 RJ0829.and adjusted by the National Geodetic Survey in July 1986.
 RJ0829
 RJ0829.The orthometric height was scaled from a topographic map.
 RJ0829
 RJ0829.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0829
 RJ0829.Click photographs - Photos may exist for this station.
 RJ0829
 RJ0829. The following values were computed from the NAD 83(1986) position.
 RJ0829
 RJ0829;                    North         East     Units Scale Factor Converg.
 RJ0829;UTM  16      - 5,155,140.219   707,414.624   MT  1.00012884   +1 57 45.8
 RJ0829
 RJ0829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0829!UTM  16      -   0.99997243  x   1.00012884  =   1.00010127
 RJ0829
 RJ0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0741455140(NAD 83)
 RJ0829
 RJ0829                          SUPERSEDED SURVEY CONTROL
 RJ0829
 RJ0829  NAD 27      -  46 31 04.21000(N)    084 17 45.30000(W) AD(       ) 3
 RJ0829
 RJ0829.Superseded values are not recommended for survey control.
 RJ0829
 RJ0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0829.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0829
 RJ0829_MARKER: 61 = POLE
 RJ0829
 RJ0829  HISTORY     - Date     Condition        Report By
 RJ0829  HISTORY     - 1943     FIRST OBSERVED   IBC
 RJ0829
 RJ0829                          STATION DESCRIPTION
 RJ0829
 RJ0829'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0829'AERIAL POLES AT THE SAULT STE MARIE RADIO STATION LOCATED ON HILL
 RJ0829'1-1/2 MILES NE OF THE SAULT STE MARIE POST OFFICE BUILDING.
 RJ0829'
 RJ0829'MOST EASTERLY POLE OF TWO.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1004 ***********************************************************************
 RJ1004  DESIGNATION -  SAULT STE MARIE GOLF CLUB FLAG
 RJ1004  PID         -  RJ1004
 RJ1004  STATE/COUNTY-  ON/ALGOMA
 RJ1004  COUNTRY     -  CANADA
 RJ1004  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ1004
 RJ1004                         *CURRENT SURVEY CONTROL
 RJ1004  ______________________________________________________________________
 RJ1004* NAD 83(1986) POSITION- 46 29 47.70074(N) 084 16 21.58122(W)   ADJUSTED
 RJ1004* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ1004  ______________________________________________________________________
 RJ1004  GEOID HEIGHT    -        -37.174 (meters)                     EGM08
 RJ1004  HORZ ORDER      -  THIRD
 RJ1004
 RJ1004.The positional and height information provided upon this datasheet are not
 RJ1004.officially recognized by the Government of Canada, provincial governments
 RJ1004.within Canada, nor are they intended to replace or substitute for them.
 RJ1004.The intent of sharing this data is to allow access to positions or heights
 RJ1004.recognized by the United States Government. Passive control that is used by
 RJ1004.both nations may share the same or similar designations or descriptions but
 RJ1004.do not share official positions or heights. The 'Station Description' may
 RJ1004.originate from a Canadian 'Station Report' and if so contains information
 RJ1004.licensed under the 'Open Government License - Canada'.
 RJ1004
 RJ1004.The horizontal coordinates were established by classical geodetic methods
 RJ1004.and adjusted by the National Geodetic Survey in July 1986.
 RJ1004
 RJ1004.The orthometric height was scaled from a topographic map.
 RJ1004
 RJ1004.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1004
 RJ1004.Click photographs - Photos may exist for this station.
 RJ1004
 RJ1004. The following values were computed from the NAD 83(1986) position.
 RJ1004
 RJ1004;                    North         East     Units Scale Factor Converg.
 RJ1004;UTM  16      - 5,152,837.988   709,282.909   MT  1.00013841   +1 58 44.2
 RJ1004
 RJ1004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1004!UTM  16      -   0.99997824  x   1.00013841  =   1.00011665
 RJ1004
 RJ1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0928252837(NAD 83)
 RJ1004
 RJ1004                          SUPERSEDED SURVEY CONTROL
 RJ1004
 RJ1004  NAD 27      -  46 29 47.62634(N)    084 16 21.44496(W) AD(       ) 3
 RJ1004
 RJ1004.Superseded values are not recommended for survey control.
 RJ1004
 RJ1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1004.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1004
 RJ1004_MARKER: 83 = FLAGSTAFF
 RJ1004
 RJ1004  HISTORY     - Date     Condition        Report By
 RJ1004  HISTORY     - 1943     FIRST OBSERVED   IBC
 RJ1004  HISTORY     - 1958     GOOD             IBC
 RJ1004
 RJ1004                          STATION DESCRIPTION
 RJ1004
 RJ1004'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ1004'THE TOP OF THE FLAGPOLE IN FRONT OF THE SAULT STE MARIE GOLF CLUBHOUSE
 RJ1004'ABOUT 2-1/2 MILES E FROM THE SAULT STE MARIE POST OFFICE BUILDING,
 RJ1004'ONTARIO.
 RJ1004
 RJ1004                          STATION RECOVERY (1958)
 RJ1004
 RJ1004'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ1004'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0836 ***********************************************************************
 RJ0836  DESIGNATION -  SAULT STE MARIE HS FLAG POLE
 RJ0836  PID         -  RJ0836
 RJ0836  STATE/COUNTY-  ON/ALGOMA
 RJ0836  COUNTRY     -  CANADA
 RJ0836  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ0836
 RJ0836                         *CURRENT SURVEY CONTROL
 RJ0836  ______________________________________________________________________
 RJ0836* NAD 83(1986) POSITION- 46 30 55.04139(N) 084 19 34.33998(W)   ADJUSTED
 RJ0836* NAVD 88 ORTHO HEIGHT -   198.    (meters)      650.    (feet) SCALED
 RJ0836  ______________________________________________________________________
 RJ0836  GEOID HEIGHT    -        -37.125 (meters)                     EGM08
 RJ0836  HORZ ORDER      -  THIRD
 RJ0836
 RJ0836.The positional and height information provided upon this datasheet are not
 RJ0836.officially recognized by the Government of Canada, provincial governments
 RJ0836.within Canada, nor are they intended to replace or substitute for them.
 RJ0836.The intent of sharing this data is to allow access to positions or heights
 RJ0836.recognized by the United States Government. Passive control that is used by
 RJ0836.both nations may share the same or similar designations or descriptions but
 RJ0836.do not share official positions or heights. The 'Station Description' may
 RJ0836.originate from a Canadian 'Station Report' and if so contains information
 RJ0836.licensed under the 'Open Government License - Canada'.
 RJ0836
 RJ0836.The horizontal coordinates were established by classical geodetic methods
 RJ0836.and adjusted by the National Geodetic Survey in July 1986.
 RJ0836
 RJ0836.The orthometric height was scaled from a topographic map.
 RJ0836
 RJ0836.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0836
 RJ0836.Click photographs - Photos may exist for this station.
 RJ0836
 RJ0836. The following values were computed from the NAD 83(1986) position.
 RJ0836
 RJ0836;                    North         East     Units Scale Factor Converg.
 RJ0836;UTM  16      - 5,154,775.825   705,103.932   MT  1.00011712   +1 56 26.4
 RJ0836
 RJ0836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0836!UTM  16      -   0.99997478  x   1.00011712  =   1.00009189
 RJ0836
 RJ0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0510354775(NAD 83)
 RJ0836
 RJ0836                          SUPERSEDED SURVEY CONTROL
 RJ0836
 RJ0836  NAD 27      -  46 30 54.97000(N)    084 19 34.20000(W) AD(       ) 3
 RJ0836
 RJ0836.Superseded values are not recommended for survey control.
 RJ0836
 RJ0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0836.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0836
 RJ0836_MARKER: 83 = FLAGSTAFF
 RJ0836
 RJ0836  HISTORY     - Date     Condition        Report By
 RJ0836  HISTORY     - 1943     FIRST OBSERVED   IBC
 RJ0836  HISTORY     - 1958     GOOD             IBC
 RJ0836
 RJ0836                          STATION DESCRIPTION
 RJ0836
 RJ0836'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0836'CENTER OF FLAGPOLE ON HIGH SCHOOL IN SAULT STE MARIE, ONTARIO, ON
 RJ0836'HILL ON LINE WITH MARCH STREET EXTENDED N.
 RJ0836
 RJ0836                          STATION RECOVERY (1958)
 RJ0836
 RJ0836'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0836'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0853 ***********************************************************************
 RJ0853  DESIGNATION -  SAULT STE MARIE ONTARIO TANK
 RJ0853  PID         -  RJ0853
 RJ0853  STATE/COUNTY-  ON/ALGOMA
 RJ0853  COUNTRY     -  CANADA
 RJ0853  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ0853
 RJ0853                         *CURRENT SURVEY CONTROL
 RJ0853  ______________________________________________________________________
 RJ0853* NAD 83(1986) POSITION- 46 32 17.14171(N) 084 19 01.21440(W)   ADJUSTED
 RJ0853  ______________________________________________________________________
 RJ0853  GEOID HEIGHT    -        -37.133 (meters)                     EGM08
 RJ0853  HORZ ORDER      -  THIRD
 RJ0853
 RJ0853.The positional and height information provided upon this datasheet are not
 RJ0853.officially recognized by the Government of Canada, provincial governments
 RJ0853.within Canada, nor are they intended to replace or substitute for them.
 RJ0853.The intent of sharing this data is to allow access to positions or heights
 RJ0853.recognized by the United States Government. Passive control that is used by
 RJ0853.both nations may share the same or similar designations or descriptions but
 RJ0853.do not share official positions or heights. The 'Station Description' may
 RJ0853.originate from a Canadian 'Station Report' and if so contains information
 RJ0853.licensed under the 'Open Government License - Canada'.
 RJ0853
 RJ0853.The horizontal coordinates were established by classical geodetic methods
 RJ0853.and adjusted by the National Geodetic Survey in July 1986.
 RJ0853
 RJ0853.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0853
 RJ0853.Click photographs - Photos may exist for this station.
 RJ0853
 RJ0853. The following values were computed from the NAD 83(1986) position.
 RJ0853
 RJ0853;                    North         East     Units Scale Factor Converg.
 RJ0853;UTM  16      - 5,157,333.734   705,723.574   MT  1.00012024   +1 56 53.1
 RJ0853
 RJ0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0572357333(NAD 83)
 RJ0853
 RJ0853                          SUPERSEDED SURVEY CONTROL
 RJ0853
 RJ0853  NAD 27      -  46 32 17.07690(N)    084 19 01.05943(W) AD(       ) 3
 RJ0853
 RJ0853.Superseded values are not recommended for survey control.
 RJ0853
 RJ0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0853.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0853
 RJ0853_MARKER: 51 = TANK
 RJ0853_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0853
 RJ0853  HISTORY     - Date     Condition        Report By
 RJ0853  HISTORY     - 1981     FIRST OBSERVED   NOS
 RJ0853
 RJ0853                          STATION DESCRIPTION
 RJ0853
 RJ0853'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ0853'THE STATION, SAULT STE MARIE ONTARIO TANK, IS THE CENTER OF THE
 RJ0853'VENT COVER ON TOP OF THE TANK.
 RJ0853'
 RJ0853'THE STATION IS LOCATED NEAR THE NORTHERN CITY LIMITS OF SAULT
 RJ0853'STE MARIE, ONTARIO.
 RJ0853'
 RJ0853'TO REACH THE STATION FROM THE INTERSECTION OF PIM STREET AND
 RJ0853'WELLINGTON STREET ON ROUTE 17 IN SAULT STE MARIE, ONTARIO, GO
 RJ0853'NORTH ON PIM STREET FOR 6.8 KILOMETERS (4.2 MILES) TO ITS
 RJ0853'JUNCTION WITH GREAT NORTHERN ROAD AND THE STATION ON THE
 RJ0853'RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0837 ***********************************************************************
 RJ0837  DESIGNATION -  SAULT STE MARIE PO DOME
 RJ0837  PID         -  RJ0837
 RJ0837  STATE/COUNTY-  ON/ALGOMA
 RJ0837  COUNTRY     -  CANADA
 RJ0837  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ0837
 RJ0837                         *CURRENT SURVEY CONTROL
 RJ0837  ______________________________________________________________________
 RJ0837* NAD 83(1986) POSITION- 46 30 28.46531(N) 084 19 40.36641(W)   ADJUSTED
 RJ0837* NAVD 88 ORTHO HEIGHT -   182.    (meters)      597.    (feet) SCALED
 RJ0837  ______________________________________________________________________
 RJ0837  GEOID HEIGHT    -        -37.122 (meters)                     EGM08
 RJ0837  HORZ ORDER      -  THIRD
 RJ0837
 RJ0837.The positional and height information provided upon this datasheet are not
 RJ0837.officially recognized by the Government of Canada, provincial governments
 RJ0837.within Canada, nor are they intended to replace or substitute for them.
 RJ0837.The intent of sharing this data is to allow access to positions or heights
 RJ0837.recognized by the United States Government. Passive control that is used by
 RJ0837.both nations may share the same or similar designations or descriptions but
 RJ0837.do not share official positions or heights. The 'Station Description' may
 RJ0837.originate from a Canadian 'Station Report' and if so contains information
 RJ0837.licensed under the 'Open Government License - Canada'.
 RJ0837
 RJ0837.The horizontal coordinates were established by classical geodetic methods
 RJ0837.and adjusted by the National Geodetic Survey in July 1986.
 RJ0837
 RJ0837.The orthometric height was scaled from a topographic map.
 RJ0837
 RJ0837.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0837
 RJ0837.Click photographs - Photos may exist for this station.
 RJ0837
 RJ0837. The following values were computed from the NAD 83(1986) position.
 RJ0837
 RJ0837;                    North         East     Units Scale Factor Converg.
 RJ0837;UTM  16      - 5,153,951.230   705,003.299   MT  1.00011661   +1 56 21.2
 RJ0837
 RJ0837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0837!UTM  16      -   0.99997729  x   1.00011661  =   1.00009389
 RJ0837
 RJ0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0500353951(NAD 83)
 RJ0837
 RJ0837                          SUPERSEDED SURVEY CONTROL
 RJ0837
 RJ0837  NAD 27      -  46 30 28.39000(N)    084 19 40.22000(W) AD(       ) 3
 RJ0837
 RJ0837.Superseded values are not recommended for survey control.
 RJ0837
 RJ0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0837.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0837
 RJ0837_MARKER: 87 = DOME
 RJ0837
 RJ0837  HISTORY     - Date     Condition        Report By
 RJ0837  HISTORY     - 1943     FIRST OBSERVED   IBC
 RJ0837  HISTORY     - 1968     GOOD             USACE
 RJ0837
 RJ0837                          STATION DESCRIPTION
 RJ0837
 RJ0837'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0837'CENTER OF BALL ON TOP OF POST OFFICE BUILDING IN SAULT STE MARIE,
 RJ0837'ONTARIO, ON N CORNER OF INTERSECTION OF QUEEN AND EAST STREETS.
 RJ0837
 RJ0837                          STATION RECOVERY (1968)
 RJ0837
 RJ0837'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1968
 RJ0837'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0835 ***********************************************************************
 RJ0835  DESIGNATION -  SAULT STE MARIE ST JOHN SPIRE
 RJ0835  PID         -  RJ0835
 RJ0835  STATE/COUNTY-  ON/ALGOMA
 RJ0835  COUNTRY     -  CANADA
 RJ0835  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ0835
 RJ0835                         *CURRENT SURVEY CONTROL
 RJ0835  ______________________________________________________________________
 RJ0835* NAD 83(1986) POSITION- 46 30 26.58468(N) 084 19 33.23566(W)   ADJUSTED
 RJ0835  ______________________________________________________________________
 RJ0835  GEOID HEIGHT    -        -37.124 (meters)                     EGM08
 RJ0835  HORZ ORDER      -  THIRD
 RJ0835
 RJ0835.The positional and height information provided upon this datasheet are not
 RJ0835.officially recognized by the Government of Canada, provincial governments
 RJ0835.within Canada, nor are they intended to replace or substitute for them.
 RJ0835.The intent of sharing this data is to allow access to positions or heights
 RJ0835.recognized by the United States Government. Passive control that is used by
 RJ0835.both nations may share the same or similar designations or descriptions but
 RJ0835.do not share official positions or heights. The 'Station Description' may
 RJ0835.originate from a Canadian 'Station Report' and if so contains information
 RJ0835.licensed under the 'Open Government License - Canada'.
 RJ0835
 RJ0835.The horizontal coordinates were established by classical geodetic methods
 RJ0835.and adjusted by the National Geodetic Survey in July 1986.
 RJ0835
 RJ0835.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0835
 RJ0835.Click photographs - Photos may exist for this station.
 RJ0835
 RJ0835. The following values were computed from the NAD 83(1986) position.
 RJ0835
 RJ0835;                    North         East     Units Scale Factor Converg.
 RJ0835;UTM  16      - 5,153,898.333   705,157.223   MT  1.00011739   +1 56 26.3
 RJ0835
 RJ0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0515753898(NAD 83)
 RJ0835
 RJ0835                          SUPERSEDED SURVEY CONTROL
 RJ0835
 RJ0835  NAD 27      -  46 30 26.51000(N)    084 19 33.09000(W) AD(       ) 3
 RJ0835  USSD        -  46 30 27.24000(N)    084 19 32.34000(W) AD(       ) 3
 RJ0835
 RJ0835.Superseded values are not recommended for survey control.
 RJ0835
 RJ0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0835.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0835
 RJ0835_MARKER: 91 = CHURCH CROSS
 RJ0835
 RJ0835  HISTORY     - Date     Condition        Report By
 RJ0835  HISTORY     - 1943     FIRST OBSERVED   IBC
 RJ0835  HISTORY     - 1958     GOOD             IBC
 RJ0835  HISTORY     - 1981     GOOD             NOS
 RJ0835
 RJ0835                          STATION DESCRIPTION
 RJ0835
 RJ0835'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0835'CENTER OF CROSS ON ST JOHN CATHOLIC CHURCH ON N SIDE OF QUEEN STREET
 RJ0835'IN SAULT STE MARIE, ONTARIO.
 RJ0835
 RJ0835                          STATION RECOVERY (1958)
 RJ0835
 RJ0835'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0835'RECOVERED IN GOOD CONDITION.  NAME HAS BEEN CHANGED TO PRECIOUS
 RJ0835'BLOOD.
 RJ0835
 RJ0835                          STATION RECOVERY (1981)
 RJ0835
 RJ0835'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ0835'THE STATION WAS RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0830 ***********************************************************************
 RJ0830  DESIGNATION -  SAULT STE MARIE W AERIAL POLE
 RJ0830  PID         -  RJ0830
 RJ0830  STATE/COUNTY-  ON/ALGOMA
 RJ0830  COUNTRY     -  CANADA
 RJ0830  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ0830
 RJ0830                         *CURRENT SURVEY CONTROL
 RJ0830  ______________________________________________________________________
 RJ0830* NAD 83(1986) POSITION- 46 31 04.90470(N) 084 17 51.92808(W)   ADJUSTED
 RJ0830* NAVD 88 ORTHO HEIGHT -   228.    (meters)      748.    (feet) SCALED
 RJ0830  ______________________________________________________________________
 RJ0830  GEOID HEIGHT    -        -37.159 (meters)                     EGM08
 RJ0830  HORZ ORDER      -  THIRD
 RJ0830
 RJ0830.The positional and height information provided upon this datasheet are not
 RJ0830.officially recognized by the Government of Canada, provincial governments
 RJ0830.within Canada, nor are they intended to replace or substitute for them.
 RJ0830.The intent of sharing this data is to allow access to positions or heights
 RJ0830.recognized by the United States Government. Passive control that is used by
 RJ0830.both nations may share the same or similar designations or descriptions but
 RJ0830.do not share official positions or heights. The 'Station Description' may
 RJ0830.originate from a Canadian 'Station Report' and if so contains information
 RJ0830.licensed under the 'Open Government License - Canada'.
 RJ0830
 RJ0830.The horizontal coordinates were established by classical geodetic methods
 RJ0830.and adjusted by the National Geodetic Survey in July 1986.
 RJ0830
 RJ0830.The orthometric height was scaled from a topographic map.
 RJ0830
 RJ0830.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0830
 RJ0830.Click photographs - Photos may exist for this station.
 RJ0830
 RJ0830. The following values were computed from the NAD 83(1986) position.
 RJ0830
 RJ0830;                    North         East     Units Scale Factor Converg.
 RJ0830;UTM  16      - 5,155,154.579   707,275.620   MT  1.00012813   +1 57 41.1
 RJ0830
 RJ0830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0830!UTM  16      -   0.99997008  x   1.00012813  =   1.00009821
 RJ0830
 RJ0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0727555154(NAD 83)
 RJ0830
 RJ0830                          SUPERSEDED SURVEY CONTROL
 RJ0830
 RJ0830  NAD 27      -  46 31 04.84000(N)    084 17 51.79000(W) AD(       ) 3
 RJ0830
 RJ0830.Superseded values are not recommended for survey control.
 RJ0830
 RJ0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0830.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0830
 RJ0830_MARKER: 61 = POLE
 RJ0830
 RJ0830  HISTORY     - Date     Condition        Report By
 RJ0830  HISTORY     - 1943     FIRST OBSERVED   IBC
 RJ0830
 RJ0830                          STATION DESCRIPTION
 RJ0830
 RJ0830'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0830'AERIAL POLES AT THE SAULT STE MARIE RADIO STATION LOCATED ON HILL
 RJ0830'1-1/2 MILES NE OF THE SAULT STE MARIE POST OFFICE BUILDING.
 RJ0830'
 RJ0830'MOST WESTERLY POLE OF TWO.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DL5262 ***********************************************************************
 DL5262  DESIGNATION -  SAUNDERS
 DL5262  PID         -  DL5262
 DL5262  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 DL5262  COUNTRY     -  CANADA
 DL5262  NTS MAPSHEET-  CORNWALL (2020)
 DL5262
 DL5262                         *CURRENT SURVEY CONTROL
 DL5262  ______________________________________________________________________
 DL5262* NAD 83(1986) POSITION- 45 00 33.24   (N) 074 47 25.95   (W)   HD_HELD1
 DL5262* NAVD 88 ORTHO HEIGHT -    77.950 (meters)      255.74  (feet) ADJUSTED
 DL5262  ______________________________________________________________________
 DL5262  GEOID HEIGHT    -        -31.514 (meters)                     EGM08
 DL5262  DYNAMIC HEIGHT  -         77.949 (meters)      255.74  (feet) COMP
 DL5262  MODELED GRAVITY -    980,598.9   (mgal)                       NAVD 88
 DL5262
 DL5262  VERT ORDER      -  FIRST     CLASS II
 DL5262
 DL5262.The positional and height information provided upon this datasheet are not
 DL5262.officially recognized by the Government of Canada, provincial governments
 DL5262.within Canada, nor are they intended to replace or substitute for them.
 DL5262.The intent of sharing this data is to allow access to positions or heights
 DL5262.recognized by the United States Government. Passive control that is used by
 DL5262.both nations may share the same or similar designations or descriptions but
 DL5262.do not share official positions or heights. The 'Station Description' may
 DL5262.originate from a Canadian 'Station Report' and if so contains information
 DL5262.licensed under the 'Open Government License - Canada'.
 DL5262
 DL5262.The horizontal coordinates were determined by differentially corrected
 DL5262.hand held GPS observations or other comparable positioning techniques
 DL5262.and have an estimated accuracy of +/- 3 meters.
 DL5262
 DL5262.The orthometric height was determined by differential leveling and
 DL5262.adjusted by the NATIONAL GEODETIC SURVEY
 DL5262.in March 2024.
 DL5262
 DL5262.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5262
 DL5262.Click photographs - Photos may exist for this station.
 DL5262
 DL5262.The dynamic height is computed by dividing the NAVD 88
 DL5262.geopotential number by the normal gravity value computed on the
 DL5262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5262.degrees latitude (g = 980.6199 gals.).
 DL5262
 DL5262.The modeled gravity was interpolated from observed gravity values.
 DL5262
 DL5262
 DL5262_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1650583997(NAD 83)
 DL5262
 DL5262                          SUPERSEDED SURVEY CONTROL
 DL5262
 DL5262  NAVD 88 (10/14/09)   77.929  (m)          255.67   (f) SUPERSEDED  1 2
 DL5262
 DL5262.Superseded values are not recommended for survey control.
 DL5262
 DL5262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5262.See file dsdata.pdf to determine how the superseded data were derived.
 DL5262
 DL5262_MARKER: Z = SEE DESCRIPTION
 DL5262_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL5262_SP_SET: DAM HEAD WORKS
 DL5262_MARK LOGO: NONE
 DL5262_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5262+STABILITY: SURFACE MOTION
 DL5262_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5262+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2022
 DL5262
 DL5262  HISTORY     - Date     Condition        Report By
 DL5262  HISTORY     - 1958     MONUMENTED       ONTAPW
 DL5262  HISTORY     - 20220912 POOR             NGS
 DL5262
 DL5262                          STATION DESCRIPTION
 DL5262
 DL5262'DESCRIBED BY ONTARIO POWER GENERATION 1958
 DL5262'THE STATION IS LOCATED ABOUT 11.5 KM (7.1 MI) NORTHEAST OF MASSENA,
 DL5262'5.35 KM (3.3 MI) WEST-SOUTHWEST OF CORNWALL, CANADA AND ON THE
 DL5262'CANADIAN PORTION OF THE MOSES-SAUNDERS DAM.
 DL5262'
 DL5262'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 37 AND 131,
 DL5262'GO NORTHERLY ON HIGHWAY 131 (BARNHART ISLE ROAD) FOR 3.6 KM (2.2 MI)
 DL5262'TO THE TUNNEL AT THE EISENHOWER LOCK.  PASS THROUGH THE TUNNEL AND
 DL5262'CONTINUE NORTHERLY FOR 1.45 KM (0.9 MI) TO A CROSSROAD.  CONTINUE
 DL5262'AHEAD FOR 1.1 KM (0.7 MI) TO A SIDE ROAD RIGHT (BEACH MARINA ROAD).
 DL5262'CONTINUE AHEAD FOR 2.85 KM (1.8 MI) TO THE PASNY SECURITY BUILDING ON
 DL5262'THE RIGHT.  CONTINUE AHEAD FOR 1.15 KM (0.7 MI) TO THE DAM GO
 DL5262'NORTHWEST ON THE DAM FOR 0.95 KM (0.6 MI) TO THE NORTHEAST END OF THE
 DL5262'DAM AND THE STATION.
 DL5262'
 DL5262'SAUNDERS IS THE HIGHEST POINT OF A 3/8-INCH (8 CM) DIAMETER BRASS PIN
 DL5262'ON THE HEAD WORKS OF THE SAUNDERS POWER HOUSE ON THE UPSTREAM ABUTMENT
 DL5262'NEAR THE WING WALL, NORTH OF ICE SLUICE NUMBER 1, 1.2 M (3.9 FT) SOUTH
 DL5262'OF THE OUTER EDGE OF THE WING WALL, 0.8 M (2.6 FT) EAST OF THE
 DL5262'HANDRAIL, 0.4 M (1.3 FT) NORTH OF THE OUTER GUARD RAIL, 0.5 M (1.6 FT)
 DL5262'EAST OF THE WEST FACE OF THE DAM ABUTMENT.  SAUNDERS IS 22 M (72.2 FT)
 DL5262'WEST-NORTHWEST OF MARK HEADWATER.
 DL5262
 DL5262                          STATION RECOVERY (2022)
 DL5262
 DL5262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (JAO)
 DL5262'THE MARK IS LOCATED 4.9 KM (3.0 MI) WEST-SOUTHWEST OF THE CORNWALL,
 DL5262'ONTARIO, CANADA CITY HALL AND WITHIN THE GROUNDS FOR THE ROBERT H.
 DL5262'SAUNDERS POWER DAM, ST. LAWRENCE GENERATING STATION, OPERATED BY
 DL5262'ONTARIO POWER GENERATION (OPG).
 DL5262'
 DL5262'CONTACT THE OPG ENGINEERING DEPARTMENT AT 613-932-3072 TO OBTAIN
 DL5262'PERMISSION TO ACCESS THE MARK.
 DL5262'
 DL5262'ON TOP OF THE HEADWORKS AND AT THE NORTHEAST END OF THE SAUNDERS POWER
 DL5262'DAM.
 DL5262'
 DL5262'THE HIGHEST POINT OF A 3/8-INCH (10 MM) DIAMETER BRASS PIN IN THE TOP
 DL5262'OF THE SOUTHWEST END OF THE FIRST ABUTMENT (BENT) AT THE CORNER OF THE
 DL5262'HEADWORKS, 26.2 M (86.0 FT) SOUTHWEST OF THE MOST NORTHERN CORNER OF
 DL5262'THE DAM AT ITS NORTHEAST END, 4.7 M (15.4 FT) NORTH OF THE MOST
 DL5262'NORTHERN CORNER FOR THE NORTH ICE SLUICE GRATING, 3.8 M (12.5 FT)
 DL5262'SOUTHWEST OF THE CORNER OF THE CONCRETE WINGWALL, 3.5 M (11.5 FT)
 DL5262'NORTHWEST OF THE NORTHWEST GANTRY CRANE RAILING, 1.2 M (3.9 FT)
 DL5262'SOUTHEAST OF THE OUTER EDGE OF THE WING WALL, 0.8 M (2.6 FT) EAST OF
 DL5262'THE HANDRAIL, 0.4 M (1.3 FT) NORTH OF THE OUTER GUARD RAIL AND 0.5 M
 DL5262'(1.6 FT) EAST OF THE WEST FACE OF THE DAM ABUTMENT.     NOTE-THE
 DL5262'CONCRETE AROUND THIS MARK IS DETERIORATING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DL5260 ***********************************************************************
 DL5260  DESIGNATION -  SAUNDERS HEADWATER
 DL5260  PID         -  DL5260
 DL5260  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 DL5260  COUNTRY     -  CANADA
 DL5260  NTS MAPSHEET-  CORNWALL (2020)
 DL5260
 DL5260                         *CURRENT SURVEY CONTROL
 DL5260  ______________________________________________________________________
 DL5260* NAD 83(1986) POSITION- 45 00 32.53   (N) 074 47 25.25   (W)   HD_HELD1
 DL5260* NAVD 88 ORTHO HEIGHT -    78.478 (meters)      257.47  (feet) ADJUSTED
 DL5260  ______________________________________________________________________
 DL5260  GEOID HEIGHT    -        -31.513 (meters)                     EGM08
 DL5260  DYNAMIC HEIGHT  -         78.477 (meters)      257.47  (feet) COMP
 DL5260  MODELED GRAVITY -    980,598.8   (mgal)                       NAVD 88
 DL5260
 DL5260  VERT ORDER      -  FIRST     CLASS II
 DL5260
 DL5260.The positional and height information provided upon this datasheet are not
 DL5260.officially recognized by the Government of Canada, provincial governments
 DL5260.within Canada, nor are they intended to replace or substitute for them.
 DL5260.The intent of sharing this data is to allow access to positions or heights
 DL5260.recognized by the United States Government. Passive control that is used by
 DL5260.both nations may share the same or similar designations or descriptions but
 DL5260.do not share official positions or heights. The 'Station Description' may
 DL5260.originate from a Canadian 'Station Report' and if so contains information
 DL5260.licensed under the 'Open Government License - Canada'.
 DL5260
 DL5260.The horizontal coordinates were determined by differentially corrected
 DL5260.hand held GPS observations or other comparable positioning techniques
 DL5260.and have an estimated accuracy of +/- 3 meters.
 DL5260
 DL5260.The orthometric height was determined by differential leveling and
 DL5260.adjusted by the NATIONAL GEODETIC SURVEY
 DL5260.in October 2009.
 DL5260
 DL5260.No vertical observational check was made to the station.
 DL5260
 DL5260.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5260
 DL5260.Click photographs - Photos may exist for this station.
 DL5260
 DL5260.The dynamic height is computed by dividing the NAVD 88
 DL5260.geopotential number by the normal gravity value computed on the
 DL5260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5260.degrees latitude (g = 980.6199 gals.).
 DL5260
 DL5260.The modeled gravity was interpolated from observed gravity values.
 DL5260
 DL5260
 DL5260_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1652183975(NAD 83)
 DL5260
 DL5260                          SUPERSEDED SURVEY CONTROL
 DL5260
 DL5260.No superseded survey control is available for this station.
 DL5260
 DL5260_MARKER: Z = SEE DESCRIPTION
 DL5260_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL5260_SP_SET: DAM
 DL5260_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5260
 DL5260  HISTORY     - Date     Condition        Report By
 DL5260  HISTORY     - 20081027 MONUMENTED       ONTAPW
 DL5260  HISTORY     - 20220912 MARK NOT FOUND   NGS
 DL5260
 DL5260                          STATION DESCRIPTION
 DL5260
 DL5260'DESCRIBED BY ONTARIO POWER GENERATION 2008
 DL5260'THE STATION IS LOCATED ABOUT 11.5 KM (7.1 MI) NORTHEAST OF MASSENA,
 DL5260'5.35 KM (3.3 MI) WEST-SOUTHWEST OF CORNWALL, CANADA AND ON THE
 DL5260'CANADIAN PORTION OF THE MOSES-SAUNDERS DAM.
 DL5260'
 DL5260'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 37 AND 131,
 DL5260'GO NORTHERLY ON HIGHWAY 131 (BARNHART ISLE ROAD) FOR 3.6 KM (2.2 MI)
 DL5260'TO THE TUNNEL AT THE EISENHOWER LOCK.  PASS THROUGH THE TUNNEL AND
 DL5260'CONTINUE NORTHERLY FOR 1.45 KM (0.9 MI) TO A CROSSROAD.  CONTINUE
 DL5260'AHEAD FOR 1.1 KM (0.7 MI) TO A SIDE ROAD RIGHT (BEACH MARINA ROAD).
 DL5260'CONTINUE AHEAD FOR 2.85 KM (1.8 MI) TO THE PASNY SECURITY BUILDING ON
 DL5260'THE RIGHT.  CONTINUE AHEAD FOR 1.15 KM (0.7 MI) TO THE DAM GO
 DL5260'NORTHWEST ON THE DAM FOR 0.9 KM (0.6 MI) TO THE NORTHEAST END OF THE
 DL5260'DAM AND THE STATION.
 DL5260
 DL5260                          STATION RECOVERY (2022)
 DL5260
 DL5260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (JAO)
 DL5260'NOT RECOVERED.  THE MARK HAS BEEN DESTROYED AS THE DETERIORATED
 DL5260'CONCRETE IT WAS IN WAS REMOVED AND REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DL5269 ***********************************************************************
 DL5269  DESIGNATION -  SAUNDERS HW A
 DL5269  PID         -  DL5269
 DL5269  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 DL5269  COUNTRY     -  CANADA
 DL5269  NTS MAPSHEET-  CORNWALL (2020)
 DL5269
 DL5269                         *CURRENT SURVEY CONTROL
 DL5269  ______________________________________________________________________
 DL5269* NAD 83(1986) POSITION- 45 00 33.92   (N) 074 47 25.25   (W)   HD_HELD1
 DL5269* NAVD 88 ORTHO HEIGHT -    77.754 (meters)      255.10  (feet) ADJUSTED
 DL5269  ______________________________________________________________________
 DL5269  GEOID HEIGHT    -        -31.514 (meters)                     EGM08
 DL5269  DYNAMIC HEIGHT  -         77.753 (meters)      255.09  (feet) COMP
 DL5269  MODELED GRAVITY -    980,598.9   (mgal)                       NAVD 88
 DL5269
 DL5269  VERT ORDER      -  FIRST     CLASS II
 DL5269
 DL5269.The positional and height information provided upon this datasheet are not
 DL5269.officially recognized by the Government of Canada, provincial governments
 DL5269.within Canada, nor are they intended to replace or substitute for them.
 DL5269.The intent of sharing this data is to allow access to positions or heights
 DL5269.recognized by the United States Government. Passive control that is used by
 DL5269.both nations may share the same or similar designations or descriptions but
 DL5269.do not share official positions or heights. The 'Station Description' may
 DL5269.originate from a Canadian 'Station Report' and if so contains information
 DL5269.licensed under the 'Open Government License - Canada'.
 DL5269
 DL5269.The horizontal coordinates were determined by differentially corrected
 DL5269.hand held GPS observations or other comparable positioning techniques
 DL5269.and have an estimated accuracy of +/- 3 meters.
 DL5269
 DL5269.The orthometric height was determined by differential leveling and
 DL5269.adjusted by the NATIONAL GEODETIC SURVEY
 DL5269.in March 2024.
 DL5269
 DL5269.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5269
 DL5269.Click photographs - Photos may exist for this station.
 DL5269
 DL5269.The dynamic height is computed by dividing the NAVD 88
 DL5269.geopotential number by the normal gravity value computed on the
 DL5269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5269.degrees latitude (g = 980.6199 gals.).
 DL5269
 DL5269.The modeled gravity was interpolated from observed gravity values.
 DL5269
 DL5269
 DL5269_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1652184018(NAD 83)
 DL5269
 DL5269                          SUPERSEDED SURVEY CONTROL
 DL5269
 DL5269  NAVD 88 (10/14/09)   77.759  (m)          255.11   (f) SUPERSEDED  1 2
 DL5269
 DL5269.Superseded values are not recommended for survey control.
 DL5269
 DL5269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5269.See file dsdata.pdf to determine how the superseded data were derived.
 DL5269
 DL5269_MARKER: Z = SEE DESCRIPTION
 DL5269_SP_SET: DIKE MONITORING MONUMENT
 DL5269_MARK LOGO: NONE
 DL5269_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL5269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5269+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2022
 DL5269
 DL5269  HISTORY     - Date     Condition        Report By
 DL5269  HISTORY     - 1985     MONUMENTED       ONTAPW
 DL5269  HISTORY     - 20220912 GOOD             NGS
 DL5269
 DL5269                          STATION DESCRIPTION
 DL5269
 DL5269'DESCRIBED BY ONTARIO POWER GENERATION 1985
 DL5269'THE MARK IS LOCATED ABOUT 3.07 MI (4.9 KM) WEST OF CORNWALL, ONT.,
 DL5269'0.02 MI (0.0 KM) NORTH NORTHEAST OF SAUNDERS DAM OWNERSHIP ONTARIO
 DL5269'POWER GENERATION.  CONTACT THE ENGINEERING DEPARTMENT AT 613-932-3072
 DL5269'TO OBTAIN PERMISSION TO ACCESS THE MARK.
 DL5269
 DL5269                          STATION RECOVERY (2022)
 DL5269
 DL5269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (JAO)
 DL5269'THE MARK IS LOCATED 4.9 KM (3.0 MI) WEST-SOUTHWEST OF THE CORNWALL,
 DL5269'ONTARIO, CANADA CITY HALL AND WITHIN THE GROUNDS FOR THE ROBERT H.
 DL5269'SAUNDERS POWER DAM, ST. LAWRENCE GENERATING STATION, OPERATED BY
 DL5269'ONTARIO POWER GENERATION (OPG).
 DL5269'
 DL5269'CONTACT THE ENGINEERING DEPARTMENT AT 613-932-3072 TO OBTAIN
 DL5269'PERMISSION TO ACCESS THE MARK.
 DL5269'
 DL5269'ON THE NORTHEAST EDGE OF THE CONCRETE APPROACH APRON OF THE DIKE ROAD
 DL5269'LEADING UP TO THE DAMS HEADWORKS, 29.6 M (97.1 FT) SOUTH-SOUTHEAST OF
 DL5269'THE NORTH-NORTHEAST CORNER OF WHERE THE CONCRETE APPROACH DRIVE TO THE
 DL5269'HEAD WORKS MEETS THE ASPHALT DIKE ROAD (AT THE SECURITY GATE), 6.0 M
 DL5269'(19.7 FT) NORTH-NORTHWEST OF THE NORTHWEST EDGE OF THE DAM, 0.50 M
 DL5269'(1.6 FT) NORTHEAST OF THE NORTHEAST CONCRETE EDGE OF THE DIKE ROAD
 DL5269'(APRON) ENTRANCE AREA TO THE HEADWORKS, 0.65 M (2.1 FT) WEST-SOUTHWEST
 DL5269'OF A GUARDRAIL.
 DL5269'
 DL5269'A 10 CM (4 INCHES) DIAMETER STEEL PIPE, 3.0 M (9.8 FT) IN LENGTH WITH
 DL5269'A 25 CM (10 INCHES) NO6 REBAR IN LENGTH WELDED TO THE BOTTOM INSIDE OF
 DL5269'A 41 CM (16 INCHES) HOLE WITH 0.9 M (3.0 FT) OF 3000 PSI CONCRETE AT
 DL5269'IT'S BASE, THE TOP SECTION HAS A 36 CM (14 INCHES) STEEL CASING FILLED
 DL5269'WITH SAND AND BENTONITE BACKFILL, THE DATUM POINT IS THE TOP OF A 5/8
 DL5269'INCH (16 MM) DIAMETER STAINLESS STEEL STUD WITH NATIONAL COURSE
 DL5269'THREADS WELDED TO THE TOP CENTER OF A 15 CM (6 INCHES) ROUND STAINLESS
 DL5269'STEEL PIPE PLATE WELDED TO THE 10 CM (4 INCHES) STEEL PIPE, ACCESS IS
 DL5269'THROUGH A REMOVABLE 41 CM (16 INCHES) STEEL CAP COVER WITH WELDED
 DL5269'HANDLES ON EACH END.
 DL5269'
 DL5269'NOTE: THE 41 CM (16 INCH) REMOVABLE STEEL CAP IS PAINTED RED WITH AN
 DL5269'"A" PAINTED IN WHITE LETTERING ON IT'S LID.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DL5270 ***********************************************************************
 DL5270  DESIGNATION -  SAUNDERS HW B
 DL5270  PID         -  DL5270
 DL5270  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 DL5270  COUNTRY     -  CANADA
 DL5270  NTS MAPSHEET-  CORNWALL (2020)
 DL5270
 DL5270                         *CURRENT SURVEY CONTROL
 DL5270  ______________________________________________________________________
 DL5270* NAD 83(1986) POSITION- 45 00 35.33   (N) 074 47 25.85   (W)   HD_HELD1
 DL5270* NAVD 88 ORTHO HEIGHT -    77.376 (meters)      253.86  (feet) ADJUSTED
 DL5270  ______________________________________________________________________
 DL5270  GEOID HEIGHT    -        -31.515 (meters)                     EGM08
 DL5270  DYNAMIC HEIGHT  -         77.374 (meters)      253.85  (feet) COMP
 DL5270  MODELED GRAVITY -    980,598.9   (mgal)                       NAVD 88
 DL5270
 DL5270  VERT ORDER      -  FIRST     CLASS II
 DL5270
 DL5270.The positional and height information provided upon this datasheet are not
 DL5270.officially recognized by the Government of Canada, provincial governments
 DL5270.within Canada, nor are they intended to replace or substitute for them.
 DL5270.The intent of sharing this data is to allow access to positions or heights
 DL5270.recognized by the United States Government. Passive control that is used by
 DL5270.both nations may share the same or similar designations or descriptions but
 DL5270.do not share official positions or heights. The 'Station Description' may
 DL5270.originate from a Canadian 'Station Report' and if so contains information
 DL5270.licensed under the 'Open Government License - Canada'.
 DL5270
 DL5270.The horizontal coordinates were determined by differentially corrected
 DL5270.hand held GPS observations or other comparable positioning techniques
 DL5270.and have an estimated accuracy of +/- 3 meters.
 DL5270
 DL5270.The orthometric height was determined by differential leveling and
 DL5270.adjusted by the NATIONAL GEODETIC SURVEY
 DL5270.in March 2024.
 DL5270
 DL5270.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5270
 DL5270.Click photographs - Photos may exist for this station.
 DL5270
 DL5270.The dynamic height is computed by dividing the NAVD 88
 DL5270.geopotential number by the normal gravity value computed on the
 DL5270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5270.degrees latitude (g = 980.6199 gals.).
 DL5270
 DL5270.The modeled gravity was interpolated from observed gravity values.
 DL5270
 DL5270
 DL5270_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1650784061(NAD 83)
 DL5270
 DL5270                          SUPERSEDED SURVEY CONTROL
 DL5270
 DL5270  NAVD 88 (10/14/09)   77.380  (m)          253.87   (f) SUPERSEDED  1 2
 DL5270
 DL5270.Superseded values are not recommended for survey control.
 DL5270
 DL5270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5270.See file dsdata.pdf to determine how the superseded data were derived.
 DL5270
 DL5270_MARKER: B = BOLT
 DL5270_SP_SET: DIKE MONITORING MONUMENT
 DL5270_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5270+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2022
 DL5270
 DL5270  HISTORY     - Date     Condition        Report By
 DL5270  HISTORY     - 1958     MONUMENTED       ONTAPW
 DL5270  HISTORY     - 20220912 GOOD             NGS
 DL5270
 DL5270                          STATION DESCRIPTION
 DL5270
 DL5270'DESCRIBED BY ONTARIO POWER GENERATION 1958
 DL5270'THE MARK IS LOCATED ABOUT 3.07 MI (4.9 KM) WEST OF CORNWALL, ONT.,
 DL5270'0.02 MI (0.0 KM) NORTH NORTHEAST OF SAUNDERS DAM OWNERSHIP ONTARIO
 DL5270'POWER GENERATION.  CONTACT THE ENGINEERING DEPARTMENT AT 613-932-3072
 DL5270'TO OBTAIN PERMISSION TO ACCESS THE MARK.
 DL5270
 DL5270                          STATION RECOVERY (2022)
 DL5270
 DL5270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (JAO)
 DL5270'THE MARK IS LOCATED 4.9 KM (3.0 MI) WEST-SOUTHWEST OF THE CORNWALL,
 DL5270'ONTARIO, CANADA, CITY HALL AND WITHIN THE GROUNDS FOR THE ROBERT H.
 DL5270'SAUNDERS POWER DAM, ST. LAWRENCE GENERATING STATION, OPERATED BY
 DL5270'ONTARIO POWER GENERATION (OPG).
 DL5270'
 DL5270'CONTACT THE ENGINEERING DEPARTMENT AT 613-932-3072 TO OBTAIN
 DL5270'PERMISSION TO ACCESS THE MARK.    ON THE NORTHEAST EDGE OF THE ASPHALT
 DL5270'DIKE ROAD LEADING UP TO THE DAMS HEADWORKS, 15.8 M (51.8 FT) NORTH OF
 DL5270'THE NORTHEAST CORNER OF WHERE THE CONCRETE SECTION AND ASPHALT SECTION
 DL5270'OF THE DIKE ROAD MEETS, 3.5 M (11.5 FT) EAST OF THE CENTERLINE OF THE
 DL5270'ASPHALT SECTION OF THE DIKE ROAD AND ON THE WEST SIDE OF THE
 DL5270'GUARDRAIL.
 DL5270'
 DL5270'A 10 CM (4 INCHES) DIAMETER STEEL PIPE, 3.0 M (9.8 FT) IN LENGTH WITH
 DL5270'A 25 CM (10 INCHES) NO6 REBAR IN LENGTH WELDED TO THE BOTTOM INSIDE OF
 DL5270'A 41 CM (16 INCHES) HOLE WITH 0.9 M (3.0 FT) OF 3000 PSI CONCRETE AT
 DL5270'IT'S BASE, THE TOP SECTION HAS A 36 CM (14 INCHES) STEEL CASING FILLED
 DL5270'WITH SAND AND BENTONITE BACKFILL, THE DATUM POINT IS THE TOP OF A 5/8
 DL5270'INCH (16 MM) DIAMETER STAINLESS STEEL STUD WITH NATIONAL COURSE
 DL5270'THREADS WELDED TO THE TOP CENTER OF A 15 CM (6 INCHES) ROUND STAINLESS
 DL5270'STEEL PIPE PLATE WELDED TO THE 10 CM (4 INCHES) STEEL PIPE AND
 DL5270'RECESSED 4 CM (2 INCHES), ACCESS IS THROUGH A REMOVABLE 41 CM (16
 DL5270'INCHES) STEEL CAP COVER WITH WELDED HANDLES ON EACH END.
 DL5270'
 DL5270'NOTE: THE 41 CM (16 INCHES) REMOVABLE STEEL CAP IS PAINTED RED WITH
 DL5270'THE LETTER "B" PAINTED IN WHITE ON IT'S LID.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 QJ0203 ***********************************************************************
 QJ0203  DESIGNATION -  SCOTCH
 QJ0203  PID         -  QJ0203
 QJ0203  STATE/COUNTY-  ON/MANITOULIN
 QJ0203  COUNTRY     -  CANADA
 QJ0203  NTS MAPSHEET-  MELDRUM BAY (2020)
 QJ0203
 QJ0203                         *CURRENT SURVEY CONTROL
 QJ0203  ______________________________________________________________________
 QJ0203* NAD 83(1986) POSITION- 45 55 21.42997(N) 083 20 41.15785(W)   ADJUSTED
 QJ0203* NAVD 88 ORTHO HEIGHT -   289.    (meters)      948.    (feet) SCALED
 QJ0203  ______________________________________________________________________
 QJ0203  GEOID HEIGHT    -        -37.752 (meters)                     EGM08
 QJ0203  HORZ ORDER      -  THIRD
 QJ0203
 QJ0203.The positional and height information provided upon this datasheet are not
 QJ0203.officially recognized by the Government of Canada, provincial governments
 QJ0203.within Canada, nor are they intended to replace or substitute for them.
 QJ0203.The intent of sharing this data is to allow access to positions or heights
 QJ0203.recognized by the United States Government. Passive control that is used by
 QJ0203.both nations may share the same or similar designations or descriptions but
 QJ0203.do not share official positions or heights. The 'Station Description' may
 QJ0203.originate from a Canadian 'Station Report' and if so contains information
 QJ0203.licensed under the 'Open Government License - Canada'.
 QJ0203
 QJ0203.The horizontal coordinates were established by classical geodetic methods
 QJ0203.and adjusted by the National Geodetic Survey in July 1986.
 QJ0203
 QJ0203.The orthometric height was scaled from a topographic map.
 QJ0203
 QJ0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0203
 QJ0203.Click photographs - Photos may exist for this station.
 QJ0203
 QJ0203. The following values were computed from the NAD 83(1986) position.
 QJ0203
 QJ0203;                    North         East     Units Scale Factor Converg.
 QJ0203;UTM  17      - 5,088,123.392   318,187.977   MT  1.00000639   -1 41 05.8
 QJ0203
 QJ0203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0203!UTM  17      -   0.99996062  x   1.00000639  =   0.99996701
 QJ0203
 QJ0203:                Primary Azimuth Mark                     Grid Az
 QJ0203:UTM  17      -  HEAD                                     303 37 08.9
 QJ0203
 QJ0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL1818788123(NAD 83)
 QJ0203
 QJ0203|---------------------------------------------------------------------|
 QJ0203| PID    Reference Object                     Distance      Geod. Az  |
 QJ0203|                                                           dddmmss.s |
 QJ0203| CH1991 SCOTCH RM 1                           9.692 METERS 09326     |
 QJ0203| QJ0202 REID                                181.604 METERS 10759     |
 QJ0203| CH1992 SCOTCH RM 2                           8.717 METERS 14804     |
 QJ0203| CH1993 SCOTCH RM 3                           6.541 METERS 25241     |
 QJ0203| RH0024 TOWER                               APPROX.26.7 KM 2980754.4 |
 QJ0203| QJ0213 HEAD                                APPROX.12.0 KM 3015603.1 |
 QJ0203| RH0016 SULPHUR ISLAND LH                   APPROX.32.0 KM 3203238.4 |
 QJ0203| RH0015 THESSALON LH                        APPROX.39.1 KM 3334649.2 |
 QJ0203|---------------------------------------------------------------------|
 QJ0203
 QJ0203                          SUPERSEDED SURVEY CONTROL
 QJ0203
 QJ0203  NAD 27      -  45 55 21.35100(N)    083 20 41.21500(W) AD(       ) 3
 QJ0203
 QJ0203.Superseded values are not recommended for survey control.
 QJ0203
 QJ0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0203.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0203
 QJ0203_MARKER: DH = HORIZONTAL CONTROL DISK
 QJ0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0203
 QJ0203  HISTORY     - Date     Condition        Report By
 QJ0203  HISTORY     - 1944     MONUMENTED       IBC
 QJ0203
 QJ0203                          STATION DESCRIPTION
 QJ0203
 QJ0203'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 QJ0203'ON THE TOP OF THE HILL NEAR THE CENTER OF COCKBURN ISLAND, IN THE
 QJ0203'SETTLEMENT KNOWN AS THE SCOTCH BLOCK.  TO REACH THE STATION, FOLLOW
 QJ0203'THE ROAD FROM COCKBURN ISLAND VILLAGE TO THE TOP OF THE HILL.  HERE
 QJ0203'IS A LEFT BEND IN THE ROAD.  THE STATION IS IN AN OPEN FIELD ON
 QJ0203'THE RIGHT OR W SIDE OF THE ROAD AT THE BEND.  IT IS 75 FEET FROM
 QJ0203'THE W END OF THE HIGH RIDGE RUNNING W FROM THE ROAD AND ABOUT 500
 QJ0203'FEET FROM THE ROAD.  THE RIDGE BRANCHES NEAR THE STATION, ONE BRANCH
 QJ0203'RUNNING N ABOUT 100 FEET, AND ONE 300 FEET SW TO A HOGBACK RUNNING
 QJ0203'NW AND SE.  THE STATION IS 25 FEET FROM THE EDGE OF THE RIDGE, ON
 QJ0203'THE SE SIDE.  IT IS 35 FEET N OF THE LINE OF TWO STONE PILES, IN
 QJ0203'THE VALLEY W OF THE STATION, EXTENDED.
 QJ0203'
 QJ0203'STATION MARK IS A STANDARD BRONZE I B C DISK IN A CONCRETE CYLINDER
 QJ0203'SET WITH THE TOP 4 INCHES ABOVE THE GROUND IN A CAIRN.  THE
 QJ0203'SUBSURFACE MARK IS THE USUAL COPPER WIRE IN A CONCRETE CYLINDER SET
 QJ0203'WITH ITS TOP 20 INCHES UNDERGROUND.
 QJ0203'
 QJ0203'REFERENCE MARKS ARE DRILL HOLES IN DEEPLY EMBEDDED ROCKS ON THE
 QJ0203'RIDGE.  REFERENCE MARK 1 IS ENE, IN A ROCK 3 FEET BY 1 FOOT BY 2
 QJ0203'INCHES ABOVE GROUND.
 QJ0203'
 QJ0203'REFERENCE MARK 2 IS SE, IN A ROCK 2 BY 3 FEET BY 3 INCHES ABOVE
 QJ0203'GROUND, AT EDGE OF HILL.
 QJ0203'
 QJ0203'REFERENCE MARK 3 IS SW, IN A ROCK 3 BY 2-1/2 FEET BY 6 INCHES ABOVE
 QJ0203'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC1207 ***********************************************************************
 TC1207  DESIGNATION -  SCOTCH
 TC1207  PID         -  TC1207
 TC1207  STATE/COUNTY-  ON/RAINY RIVER
 TC1207  COUNTRY     -  CANADA
 TC1207  NTS MAPSHEET-  PINEWOOD (2020)
 TC1207
 TC1207                         *CURRENT SURVEY CONTROL
 TC1207  ______________________________________________________________________
 TC1207* NAD 83(1996) POSITION- 48 41 38.93003(N) 094 27 13.66341(W)   ADJUSTED
 TC1207* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 TC1207  ______________________________________________________________________
 TC1207  GEOID HEIGHT    -        -29.109 (meters)                     EGM08
 TC1207  HORZ ORDER      -  THIRD
 TC1207
 TC1207.The positional and height information provided upon this datasheet are not
 TC1207.officially recognized by the Government of Canada, provincial governments
 TC1207.within Canada, nor are they intended to replace or substitute for them.
 TC1207.The intent of sharing this data is to allow access to positions or heights
 TC1207.recognized by the United States Government. Passive control that is used by
 TC1207.both nations may share the same or similar designations or descriptions but
 TC1207.do not share official positions or heights. The 'Station Description' may
 TC1207.originate from a Canadian 'Station Report' and if so contains information
 TC1207.licensed under the 'Open Government License - Canada'.
 TC1207
 TC1207.The horizontal coordinates were established by classical geodetic methods
 TC1207.and adjusted by the National Geodetic Survey in March 1999.
 TC1207
 TC1207.The orthometric height was scaled from a topographic map.
 TC1207
 TC1207.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1207
 TC1207.Click photographs - Photos may exist for this station.
 TC1207
 TC1207. The following values were computed from the NAD 83(1996) position.
 TC1207
 TC1207;                    North         East     Units Scale Factor Converg.
 TC1207;UTM  15      - 5,394,476.158   393,017.637   MT  0.99974061   -1 05 31.9
 TC1207
 TC1207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1207!UTM  15      -   0.99995342  x   0.99974061  =   0.99969404
 TC1207
 TC1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP9301794476(NAD 83)
 TC1207
 TC1207|---------------------------------------------------------------------|
 TC1207| PID    Reference Object                     Distance      Geod. Az  |
 TC1207|                                                           dddmmss.s |
 TC1207| TC0981 PASTURE                             292.387 METERS 09703     |
 TC1207| TC0861 CANE                                351.091 METERS 16626     |
 TC1207| TC0919 GUS                                 387.113 METERS 22911     |
 TC1207| TC1255 WILSON                              354.448 METERS 29155     |
 TC1207|---------------------------------------------------------------------|
 TC1207
 TC1207                          SUPERSEDED SURVEY CONTROL
 TC1207
 TC1207  NAD 83(1986)-  48 41 38.91059(N)    094 27 13.65552(W) AD(       ) 3
 TC1207
 TC1207.Superseded values are not recommended for survey control.
 TC1207
 TC1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1207.See file dsdata.pdf to determine how the superseded data were derived.
 TC1207
 TC1207_MARKER: X = CHISELED CROSS
 TC1207_SETTING: 80 = SET IN A BOULDER
 TC1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1207+STABILITY: SURFACE MOTION
 TC1207
 TC1207  HISTORY     - Date     Condition        Report By
 TC1207  HISTORY     - 1914     MONUMENTED       IBC
 TC1207
 TC1207                          STATION DESCRIPTION
 TC1207
 TC1207'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC1207'ON THE NORTH BANK OF RAINY RIVER, ABOUT THREE - FOURTHS MILE WEST OF
 TC1207'CLEMENTSON, MINN.  THE STATION IS 5 METERS SOUTH OF THE EDGE OF A
 TC1207'GRAIN FIELD AND IS ABOUT 2 METERS ABOVE AND 21 METERS BACK FROM THE
 TC1207'RIVERS EDGE, ON A GENTLE SLOPE.  A HOUSE IS NORTHEAST 100 METERS AND
 TC1207'AN OLD PIER IS EAST - SOUTHEAST 80 METERS FROM THE STATION.
 TC1207'
 TC1207'STATION MARK--A CROSS CUT IN A STONE.  SUBSURFACE MARK IS A BALL OF
 TC1207'WIRE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TB1132 ***********************************************************************
 TB1132  DESIGNATION -  SEA
 TB1132  PID         -  TB1132
 TB1132  STATE/COUNTY-  ON/RAINY RIVER
 TB1132  COUNTRY     -  CANADA
 TB1132  NTS MAPSHEET-  SEINE BAY (2020)
 TB1132
 TB1132                         *CURRENT SURVEY CONTROL
 TB1132  ______________________________________________________________________
 TB1132* NAD 83(1996) POSITION- 48 36 32.19155(N) 092 56 26.06792(W)   ADJUSTED
 TB1132* NAVD 88 ORTHO HEIGHT -   343.45  (+/-2cm)     1126.8   (feet) VERTCON
 TB1132  ______________________________________________________________________
 TB1132  GEOID HEIGHT    -        -31.481 (meters)                     EGM08
 TB1132  HORZ ORDER      -  FIRST
 TB1132  VERT ORDER      -  THIRD ? (See Below)
 TB1132
 TB1132.The positional and height information provided upon this datasheet are not
 TB1132.officially recognized by the Government of Canada, provincial governments
 TB1132.within Canada, nor are they intended to replace or substitute for them.
 TB1132.The intent of sharing this data is to allow access to positions or heights
 TB1132.recognized by the United States Government. Passive control that is used by
 TB1132.both nations may share the same or similar designations or descriptions but
 TB1132.do not share official positions or heights. The 'Station Description' may
 TB1132.originate from a Canadian 'Station Report' and if so contains information
 TB1132.licensed under the 'Open Government License - Canada'.
 TB1132
 TB1132.The horizontal coordinates were established by classical geodetic methods
 TB1132.and adjusted by the National Geodetic Survey in March 1999.
 TB1132
 TB1132.The NAVD 88 height was computed by applying the VERTCON shift value to
 TB1132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TB1132
 TB1132.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB1132
 TB1132.The vertical order pertains to the NGVD 29 superseded value.
 TB1132
 TB1132.Click photographs - Photos may exist for this station.
 TB1132
 TB1132. The following values were computed from the NAD 83(1996) position.
 TB1132
 TB1132;                    North         East     Units Scale Factor Converg.
 TB1132;UTM  15      - 5,383,986.916   504,380.463   MT  0.99960024   +0 02 40.5
 TB1132
 TB1132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TB1132!UTM  15      -   0.99995111  x   0.99960024  =   0.99955137
 TB1132
 TB1132:                Primary Azimuth Mark                     Grid Az
 TB1132:UTM  15      -  SEA AZ MK                                217 16 27.8
 TB1132
 TB1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UWP0438083986(NAD 83)
 TB1132
 TB1132|---------------------------------------------------------------------|
 TB1132| PID    Reference Object                     Distance      Geod. Az  |
 TB1132|                                                           dddmmss.s |
 TB1132| CJ2754 SEA AZ MK                                          2171908.3 |
 TB1132| CJ2756 SEA RM 2                              9.281 METERS 22718     |
 TB1132| CJ2755 SEA RM                                5.346 METERS 35613     |
 TB1132|---------------------------------------------------------------------|
 TB1132
 TB1132                          SUPERSEDED SURVEY CONTROL
 TB1132
 TB1132  NAD 83(1986)-  48 36 32.18399(N)    092 56 26.09152(W) AD(       ) 1
 TB1132  NAD 27      -  48 36 32.49668(N)    092 56 25.60889(W) AD(       ) 1
 TB1132  USSD        -  48 36 32.95300(N)    092 56 25.24400(W) AD(       ) 3
 TB1132  NGVD 29             343.10   (m)         1125.7    (f) LEVELING    3  
 TB1132
 TB1132.Superseded values are not recommended for survey control.
 TB1132
 TB1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB1132.See file dsdata.pdf to determine how the superseded data were derived.
 TB1132
 TB1132
 TB1132  HISTORY     - Date     Condition        Report By
 TB1132  HISTORY     - 1923     MONUMENTED       CGS
 TB1132  HISTORY     - 1925     GOOD             CGS
 TB1132  HISTORY     - 1967     GOOD             CGS
 TB1132
 TB1132                          STATION DESCRIPTION
 TB1132
 TB1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 TB1132'ON RAINY LAKE ABOUT 20 MILES EAST OF RANIER, MINN., ON SOUTH
 TB1132'END OF LARGE ISLAND LYING JUST WEST OF MACKENZIE ISLAND, ON
 TB1132'NORTH SIDE OF WEST ENTRANCE TO BRULE NARROWS, ABOUT 75 METERS
 TB1132'(246 FEET) FROM SHORE ON WEST SIDE, AND 50 METERS (164 FEET)
 TB1132'FROM SHORE ON SOUTH SIDE.  MARKED BY STANDARD STATION DISK
 TB1132'IN ROCK.  REFERENCE MARK IS STANDARD REFERENCE DISK
 TB1132'IN ROCK, 5.35 METERS (17.6 FEET) FROM STATION.
 TB1132
 TB1132                          STATION RECOVERY (1967)
 TB1132
 TB1132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LMC)
 TB1132'THE STATION IS LOCATED ABOUT 19 MILES EAST OF RANIER AND ON
 TB1132'THE FIRST ISLAND ON THE CANADIAN SIDE, AT THE WEST ENTRANCE
 TB1132'TO THE BRULE NARROWS.
 TB1132'
 TB1132'THE STATION WAS REACHED BY BOAT FROM THE SHA SHA RESORT.
 TB1132'
 TB1132'ALL MARKS ARE STANDARD DISKS SET IN DRILL HOLES IN OUTCROPPING
 TB1132'BEDROCK.
 TB1132'
 TB1132'STATION MARK, STAMPED SEA 1923 IS SET FLUSH WITH THE GROUND
 TB1132'SURFACE.  IT IS 130 FEET NORTH OF THE WATERS EDGE, 42 FEET NORTH
 TB1132'OF A 7-INCH CEDAR TREE AND 26 FEET SOUTHWEST OF A 6-INCH CEDAR
 TB1132'TREE.
 TB1132'
 TB1132'REFERENCE MARK, STAMPED SEA 1923 IS SET FLUSH WITH THE GROUND
 TB1132'SURFACE.  IT IS 34 FEET SOUTHWEST OF A 6-INCH CEDAR TREE AND 18
 TB1132'FEET WEST OF A 6-INCH CEDAR TREE.
 TB1132'
 TB1132'R.M. NO. 2, STAMPED SEA NO 2 1923 1967 IS SET FLUSH WITH
 TB1132'THE GROUND SURFACE.  IT IS 102 FEET NORTH OF THE WATERS EDGE,
 TB1132'20 FEET EAST OF AN 8-INCH PINE TREE AND 11 FEET NORTHEAST OF
 TB1132'A 6-INCH PINE TREE.
 TB1132'
 TB1132'AZIMUTH MARK, STAMPED SEA 1923 1967 IS SET FLUSH WITH THE GROUND
 TB1132'SURFACE.  IT IS 10 FEET WEST OF THE EAST EDGE OF THE ISLAND AND
 TB1132'3 FEET NORTH OF A ROCK CAIRN.
 TB1132'
 TB1132'THE AZIMUTH MARK IS LOCATED ABOUT 0.75 MILE SOUTHWEST OF THE
 TB1132'STATION ON A 50 X 50 FOOT ROCK ISLAND.
 TB1132'
 TB1132'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC1208 ***********************************************************************
 TC1208  DESIGNATION -  SECOND
 TC1208  PID         -  TC1208
 TC1208  STATE/COUNTY-  ON/RAINY RIVER
 TC1208  COUNTRY     -  CANADA
 TC1208  NTS MAPSHEET-  PINEWOOD (2020)
 TC1208
 TC1208                         *CURRENT SURVEY CONTROL
 TC1208  ______________________________________________________________________
 TC1208* NAD 83(1996) POSITION- 48 41 49.13943(N) 094 26 17.47253(W)   ADJUSTED
 TC1208* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 TC1208  ______________________________________________________________________
 TC1208  GEOID HEIGHT    -        -29.133 (meters)                     EGM08
 TC1208  HORZ ORDER      -  THIRD
 TC1208
 TC1208.The positional and height information provided upon this datasheet are not
 TC1208.officially recognized by the Government of Canada, provincial governments
 TC1208.within Canada, nor are they intended to replace or substitute for them.
 TC1208.The intent of sharing this data is to allow access to positions or heights
 TC1208.recognized by the United States Government. Passive control that is used by
 TC1208.both nations may share the same or similar designations or descriptions but
 TC1208.do not share official positions or heights. The 'Station Description' may
 TC1208.originate from a Canadian 'Station Report' and if so contains information
 TC1208.licensed under the 'Open Government License - Canada'.
 TC1208
 TC1208.The horizontal coordinates were established by classical geodetic methods
 TC1208.and adjusted by the National Geodetic Survey in March 1999.
 TC1208
 TC1208.The orthometric height was scaled from a topographic map.
 TC1208
 TC1208.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1208
 TC1208.Click photographs - Photos may exist for this station.
 TC1208
 TC1208. The following values were computed from the NAD 83(1996) position.
 TC1208
 TC1208;                    North         East     Units Scale Factor Converg.
 TC1208;UTM  15      - 5,394,769.608   394,172.160   MT  0.99973759   -1 04 49.8
 TC1208
 TC1208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1208!UTM  15      -   0.99995342  x   0.99973759  =   0.99969102
 TC1208
 TC1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP9417294769(NAD 83)
 TC1208
 TC1208|---------------------------------------------------------------------|
 TC1208| PID    Reference Object                     Distance      Geod. Az  |
 TC1208|                                                           dddmmss.s |
 TC1208| TC0830 BILLY                               345.909 METERS 04112     |
 TC1208| TC0998 RAPID                               314.798 METERS 16704     |
 TC1208| TC0831 BILLY WEST BASE                     287.390 METERS 35819     |
 TC1208|---------------------------------------------------------------------|
 TC1208
 TC1208                          SUPERSEDED SURVEY CONTROL
 TC1208
 TC1208  NAD 83(1986)-  48 41 49.12007(N)    094 26 17.46344(W) AD(       ) 3
 TC1208
 TC1208.Superseded values are not recommended for survey control.
 TC1208
 TC1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1208.See file dsdata.pdf to determine how the superseded data were derived.
 TC1208
 TC1208_MARKER: Z = SEE DESCRIPTION
 TC1208_SETTING: 0 = UNSPECIFIED SETTING
 TC1208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TC1208
 TC1208  HISTORY     - Date     Condition        Report By
 TC1208  HISTORY     - 1914     MONUMENTED       IBC
 TC1208
 TC1208                          STATION DESCRIPTION
 TC1208
 TC1208'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC1208'ON THE NORTH BANK OF RAINY RIVER, OPPOSITE OF MOUTH OF RAPID RIVER.
 TC1208'THE STATION IS IN A HAYFIELD, 5 METERS INSIDE OF THE FENCE AND 5
 TC1208'METERS NORTHWEST BY WEST FROM A BRACED POST IN THE FENCE.  IT IS 11
 TC1208'METERS FROM THE EDGE OF THE TOP OF THE BANK AND ABOUT 45 METERS EAST
 TC1208'OF BILLY SLEEMANS HOUSE.
 TC1208'
 TC1208'STATION MARK--NO SURFACE MARK.  SUBSURFACE MARK IS A CROSS CUT IN A
 TC1208'STONE OVER A BALL OF WIRE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0975 ***********************************************************************
 RJ0975  DESIGNATION -  SEE IBC 1944
 RJ0975  PID         -  RJ0975
 RJ0975  STATE/COUNTY-  ON/ALGOMA
 RJ0975  COUNTRY     -  CANADA
 RJ0975  NTS MAPSHEET-  MUNUSCONG LAKE (2020)
 RJ0975
 RJ0975                         *CURRENT SURVEY CONTROL
 RJ0975  ______________________________________________________________________
 RJ0975* NAD 83(1986) POSITION- 46 14 44.84081(N) 084 06 04.03524(W)   ADJUSTED
 RJ0975* NAVD 88 ORTHO HEIGHT -   179.    (meters)      587.    (feet) SCALED
 RJ0975  ______________________________________________________________________
 RJ0975  GEOID HEIGHT    -        -37.041 (meters)                     EGM08
 RJ0975  HORZ ORDER      -  THIRD
 RJ0975
 RJ0975.The positional and height information provided upon this datasheet are not
 RJ0975.officially recognized by the Government of Canada, provincial governments
 RJ0975.within Canada, nor are they intended to replace or substitute for them.
 RJ0975.The intent of sharing this data is to allow access to positions or heights
 RJ0975.recognized by the United States Government. Passive control that is used by
 RJ0975.both nations may share the same or similar designations or descriptions but
 RJ0975.do not share official positions or heights. The 'Station Description' may
 RJ0975.originate from a Canadian 'Station Report' and if so contains information
 RJ0975.licensed under the 'Open Government License - Canada'.
 RJ0975
 RJ0975.The horizontal coordinates were established by classical geodetic methods
 RJ0975.and adjusted by the National Geodetic Survey in July 1986.
 RJ0975
 RJ0975.The orthometric height was scaled from a topographic map.
 RJ0975
 RJ0975.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0975
 RJ0975.Click photographs - Photos may exist for this station.
 RJ0975
 RJ0975. The following values were computed from the NAD 83(1986) position.
 RJ0975
 RJ0975;                    North         East     Units Scale Factor Converg.
 RJ0975;UTM  16      - 5,125,441.998   723,466.898   MT  1.00021391   +2 05 41.1
 RJ0975
 RJ0975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0975!UTM  16      -   0.99997774  x   1.00021391  =   1.00019165
 RJ0975
 RJ0975:                Primary Azimuth Mark                     Grid Az
 RJ0975:UTM  16      -  REF MON 15 ECC                           193 33 59.9
 RJ0975
 RJ0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2346625441(NAD 83)
 RJ0975
 RJ0975|---------------------------------------------------------------------|
 RJ0975| PID    Reference Object                     Distance      Geod. Az  |
 RJ0975|                                                           dddmmss.s |
 RJ0975| RJ0884 SAILORS ENCAMPMENT REAR LT          APPROX. 2.0 KM 0073001.0 |
 RJ0975| RJ0977 REF MON 15 ECC                      APPROX. 0.6 KM 1953941.0 |
 RJ0975| RJ0887 COAST GUARD LOOKOUT 1 FLAGPOLE      APPROX. 1.0 KM 3564128.7 |
 RJ0975|---------------------------------------------------------------------|
 RJ0975
 RJ0975                          SUPERSEDED SURVEY CONTROL
 RJ0975
 RJ0975  NAD 27      -  46 14 44.78500(N)    084 06 03.94500(W) AD(       ) 3
 RJ0975
 RJ0975.Superseded values are not recommended for survey control.
 RJ0975
 RJ0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0975.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0975
 RJ0975_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0975_SETTING: 80 = SET IN A BOULDER
 RJ0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0975+STABILITY: SURFACE MOTION
 RJ0975
 RJ0975  HISTORY     - Date     Condition        Report By
 RJ0975  HISTORY     - 1944     MONUMENTED       IBC
 RJ0975  HISTORY     - 1958     GOOD             IBC
 RJ0975
 RJ0975                          STATION DESCRIPTION
 RJ0975
 RJ0975'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RJ0975'ON THE W SIDE OF ST JOSEPH ISLAND, ON THE MUNUSCONG CHANNEL, 1/2 MILE
 RJ0975'ABOVE EVERENS POINT, AT THE ENTRACE TO MUNUSCONG LAKE.  OPPOSITE
 RJ0975'THE OLD DOCKS ON NEEBISH ISLAND JUST BELOW RAINS ISLAND AND ABOUT
 RJ0975'200 METERS S OF THE POINT WITH A DOCK AND BOATHOUSE WHERE THE
 RJ0975'---SEA GULL---COTTAGE IS LOCATED.  ON A ROCK SLOPING GENTLY FROM
 RJ0975'THE WATERS EDGE 10 FEET UP THE BEACH TO THE BUSHES ALONG THE BEACH,
 RJ0975'AND ABOUT 6 FEET WIDE AND 10 INCHES ABOVE THE LEVEL OF THE BEACH.
 RJ0975'
 RJ0975'STATION MARK IS A STANDARD I B C BRONZE DISK SET IN A DRILL HOLE IN
 RJ0975'THE ROCK, NEAR ITS CENTER.
 RJ0975
 RJ0975                          STATION RECOVERY (1958)
 RJ0975
 RJ0975'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0975'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RH0026 ***********************************************************************
 RH0026  DESIGNATION -  SERPENT USLS 1896
 RH0026  PID         -  RH0026
 RH0026  STATE/COUNTY-  ON/ALGOMA
 RH0026  COUNTRY     -  CANADA
 RH0026  NTS MAPSHEET-  JOSEPH ISLAND (2020)
 RH0026
 RH0026                         *CURRENT SURVEY CONTROL
 RH0026  ______________________________________________________________________
 RH0026* NAD 83(1986) POSITION- 46 10 26.82363(N) 083 41 12.54497(W)   ADJUSTED
 RH0026* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RH0026  ______________________________________________________________________
 RH0026  GEOID HEIGHT    -        -37.399 (meters)                     EGM08
 RH0026  HORZ ORDER      -  THIRD
 RH0026
 RH0026.The positional and height information provided upon this datasheet are not
 RH0026.officially recognized by the Government of Canada, provincial governments
 RH0026.within Canada, nor are they intended to replace or substitute for them.
 RH0026.The intent of sharing this data is to allow access to positions or heights
 RH0026.recognized by the United States Government. Passive control that is used by
 RH0026.both nations may share the same or similar designations or descriptions but
 RH0026.do not share official positions or heights. The 'Station Description' may
 RH0026.originate from a Canadian 'Station Report' and if so contains information
 RH0026.licensed under the 'Open Government License - Canada'.
 RH0026
 RH0026.The horizontal coordinates were established by classical geodetic methods
 RH0026.and adjusted by the National Geodetic Survey in July 1986.
 RH0026
 RH0026.The orthometric height was scaled from a topographic map.
 RH0026
 RH0026.Significant digits in the geoid height do not necessarily reflect accuracy.
 RH0026
 RH0026.Click photographs - Photos may exist for this station.
 RH0026
 RH0026. The following values were computed from the NAD 83(1986) position.
 RH0026
 RH0026;                    North         East     Units Scale Factor Converg.
 RH0026;UTM  17      - 5,116,902.872   292,610.031   MT  1.00012875   -1 56 20.7
 RH0026
 RH0026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0026!UTM  17      -   0.99997827  x   1.00012875  =   1.00010702
 RH0026
 RH0026:                Primary Azimuth Mark                     Grid Az
 RH0026:UTM  17      -  THESSALON 2 IBC 1944                     064 03 52.8
 RH0026
 RH0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM9261016902(NAD 83)
 RH0026
 RH0026|---------------------------------------------------------------------|
 RH0026| PID    Reference Object                     Distance      Geod. Az  |
 RH0026|                                                           dddmmss.s |
 RH0026| RH0018 THESSALON 2 IBC 1944                APPROX. 5.5 KM 0620732.1 |
 RH0026| RH0016 SULPHUR ISLAND LH                   APPROX. 6.9 KM 1181509.6 |
 RH0026|---------------------------------------------------------------------|
 RH0026
 RH0026                          SUPERSEDED SURVEY CONTROL
 RH0026
 RH0026  NAD 27      -  46 10 26.75600(N)    083 41 12.50700(W) AD(       ) 3
 RH0026  USSD        -  46 10 27.52000(N)    083 41 11.73000(W) AD(       ) 3
 RH0026
 RH0026.Superseded values are not recommended for survey control.
 RH0026
 RH0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0026.See file dsdata.pdf to determine how the superseded data were derived.
 RH0026
 RH0026_MARKER: DH = HORIZONTAL CONTROL DISK
 RH0026_SETTING: 80 = SET IN A BOULDER
 RH0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RH0026+STABILITY: SURFACE MOTION
 RH0026
 RH0026  HISTORY     - Date     Condition        Report By
 RH0026  HISTORY     - 1896     MONUMENTED       USLS
 RH0026  HISTORY     - 1958     GOOD             IBC
 RH0026
 RH0026                          STATION DESCRIPTION
 RH0026
 RH0026'DESCRIBED BY US LAKE SURVEY 1896
 RH0026'ON THE SE POINT OF SERPENT ISLAND IN THE W PART OF THE NORTH CHANNEL
 RH0026'OF LAKE HURON.  IT IS AT THE EDGE OF THE TIMBER, 80 FEET FROM THE
 RH0026'EXTREME END OF THIS POINT, AND 30 FEET FROM THE WATER W OF THE POINT.
 RH0026'
 RH0026'AN ECCENTRIC WAS ESTABLISHED BY A DRILL HOLE IN A ROCK BURIED FLUSH
 RH0026'WITH THE SURFACE ON THE BEACH ON THE POINT, 67.59 FEET FROM THE
 RH0026'STATION, ABOUT ON THE LINE TO THE N TANGENT OF DRUMMOND ISLAND.
 RH0026'
 RH0026'STATION MARK IS A STANDARD U S L S DISK SET IN A DRILL HOLE IN A
 RH0026'BOULDER 4 BY 5 FEET BY 3 FEET HIGH.  A CROSS AND THE WORD
 RH0026'---SERPENT---ARE STAMPED ON THE DISK.
 RH0026'
 RH0026'THE POSITION CHECKED CAREFULLY FROM TRIANGULATION STATION THESSALON 2,
 RH0026'BUT NOT RECOVERED.  IT IS 8 FEET FROM THE WATER ON THE SE POINT OF
 RH0026'THE ISLAND AND LESS THAN A FOOT ABOVE IT, IN A JUMBLE OF ROCKS OF
 RH0026'ALL SIZES.  IF IT IS MARKED, THE MARK MUST BE BELOW THE WATER LEVEL
 RH0026'AT PRESENT, HENCE CANNOT BE RECOVERED AT PRESENT.
 RH0026
 RH0026                          STATION RECOVERY (1958)
 RH0026
 RH0026'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RH0026'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC1209 ***********************************************************************
 TC1209  DESIGNATION -  SHADE
 TC1209  PID         -  TC1209
 TC1209  STATE/COUNTY-  ON/RAINY RIVER
 TC1209  COUNTRY     -  CANADA
 TC1209  NTS MAPSHEET-  PINEWOOD (2020)
 TC1209
 TC1209                         *CURRENT SURVEY CONTROL
 TC1209  ______________________________________________________________________
 TC1209* NAD 83(1996) POSITION- 48 42 17.80204(N) 094 20 15.13334(W)   ADJUSTED
 TC1209* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 TC1209  ______________________________________________________________________
 TC1209  GEOID HEIGHT    -        -29.295 (meters)                     EGM08
 TC1209  HORZ ORDER      -  THIRD
 TC1209
 TC1209.The positional and height information provided upon this datasheet are not
 TC1209.officially recognized by the Government of Canada, provincial governments
 TC1209.within Canada, nor are they intended to replace or substitute for them.
 TC1209.The intent of sharing this data is to allow access to positions or heights
 TC1209.recognized by the United States Government. Passive control that is used by
 TC1209.both nations may share the same or similar designations or descriptions but
 TC1209.do not share official positions or heights. The 'Station Description' may
 TC1209.originate from a Canadian 'Station Report' and if so contains information
 TC1209.licensed under the 'Open Government License - Canada'.
 TC1209
 TC1209.The horizontal coordinates were established by classical geodetic methods
 TC1209.and adjusted by the National Geodetic Survey in March 1999.
 TC1209
 TC1209.The orthometric height was scaled from a topographic map.
 TC1209
 TC1209.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1209
 TC1209.Click photographs - Photos may exist for this station.
 TC1209
 TC1209. The following values were computed from the NAD 83(1996) position.
 TC1209
 TC1209;                    North         East     Units Scale Factor Converg.
 TC1209;UTM  15      - 5,395,519.817   401,593.741   MT  0.99971897   -1 00 18.0
 TC1209
 TC1209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1209!UTM  15      -   0.99995345  x   0.99971897  =   0.99967243
 TC1209
 TC1209:                Primary Azimuth Mark                     Grid Az
 TC1209:UTM  15      -  REF MON 115                              109 30 29.0
 TC1209
 TC1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP0159395519(NAD 83)
 TC1209
 TC1209|---------------------------------------------------------------------|
 TC1209| PID    Reference Object                     Distance      Geod. Az  |
 TC1209|                                                           dddmmss.s |
 TC1209| TC1020 REF MON 115                         APPROX. 0.7 KM 1083011.0 |
 TC1209| TC0869 CENTRAL                             350.533 METERS 15419     |
 TC1209|---------------------------------------------------------------------|
 TC1209
 TC1209                          SUPERSEDED SURVEY CONTROL
 TC1209
 TC1209  NAD 83(1986)-  48 42 17.78393(N)    094 20 15.12389(W) AD(       ) 3
 TC1209
 TC1209.Superseded values are not recommended for survey control.
 TC1209
 TC1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1209.See file dsdata.pdf to determine how the superseded data were derived.
 TC1209
 TC1209_MARKER: X = CHISELED CROSS
 TC1209_SETTING: 80 = SET IN A BOULDER
 TC1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1209+STABILITY: SURFACE MOTION
 TC1209
 TC1209  HISTORY     - Date     Condition        Report By
 TC1209  HISTORY     - 1914     MONUMENTED       IBC
 TC1209
 TC1209                          STATION DESCRIPTION
 TC1209
 TC1209'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC1209'ON THE NORTH BANK OF RAINY RIVER, ABOUT 1-1/2 MILES WEST OF PINEWOOD,
 TC1209'ONTARIO, OPPOSITE CENTRAL, MINN.  THE STATION IS ABOUT 2 METERS ABOVE
 TC1209'AND 6 METERS BACK FROM THE RIVERS EDGE AND ABOUT 15 METERS WEST OF THE
 TC1209'MOUTH OF A CREEK.  IT IS ABOUT 5 METERS WEST OF A FENCE.
 TC1209'
 TC1209'STATION MARK--A CROSS CUT IN A STONE.  SUBSURFACE MARK IS A BALL OF
 TC1209'WIRE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1090 ***********************************************************************
 RJ1090  DESIGNATION -  SHANGRI LA
 RJ1090  PID         -  RJ1090
 RJ1090  STATE/COUNTY-  ON/ALGOMA
 RJ1090  COUNTRY     -  CANADA
 RJ1090  NTS MAPSHEET-  041K07 (2020)
 RJ1090
 RJ1090                         *CURRENT SURVEY CONTROL
 RJ1090  ______________________________________________________________________
 RJ1090* NAD 83(1986) POSITION- 46 28 09.04794(N) 084 30 48.19027(W)   ADJUSTED
 RJ1090* NAVD 88 ORTHO HEIGHT -   182.    (meters)      597.    (feet) SCALED
 RJ1090  ______________________________________________________________________
 RJ1090  GEOID HEIGHT    -        -36.938 (meters)                     EGM08
 RJ1090  HORZ ORDER      -  THIRD
 RJ1090
 RJ1090.The positional and height information provided upon this datasheet are not
 RJ1090.officially recognized by the Government of Canada, provincial governments
 RJ1090.within Canada, nor are they intended to replace or substitute for them.
 RJ1090.The intent of sharing this data is to allow access to positions or heights
 RJ1090.recognized by the United States Government. Passive control that is used by
 RJ1090.both nations may share the same or similar designations or descriptions but
 RJ1090.do not share official positions or heights. The 'Station Description' may
 RJ1090.originate from a Canadian 'Station Report' and if so contains information
 RJ1090.licensed under the 'Open Government License - Canada'.
 RJ1090
 RJ1090.The horizontal coordinates were established by classical geodetic methods
 RJ1090.and adjusted by the National Geodetic Survey in July 1986.
 RJ1090
 RJ1090.The orthometric height was scaled from a topographic map.
 RJ1090
 RJ1090.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1090
 RJ1090.Click photographs - Photos may exist for this station.
 RJ1090
 RJ1090. The following values were computed from the NAD 83(1986) position.
 RJ1090
 RJ1090;                    North         East     Units Scale Factor Converg.
 RJ1090;UTM  16      - 5,149,183.117   690,907.357   MT  1.00004801   +1 48 12.0
 RJ1090
 RJ1090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1090!UTM  16      -   0.99997725  x   1.00004801  =   1.00002526
 RJ1090
 RJ1090:                Primary Azimuth Mark                     Grid Az
 RJ1090:UTM  16      -  LOUISE IBC 1943                          099 08 39.3
 RJ1090
 RJ1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9090749183(NAD 83)
 RJ1090
 RJ1090|---------------------------------------------------------------------|
 RJ1090| PID    Reference Object                     Distance      Geod. Az  |
 RJ1090|                                                           dddmmss.s |
 RJ1090| CH2009 SHANGRI LA RM 1                       9.011 METERS 00840     |
 RJ1090| RJ1073 LOUISE IBC 1943                     APPROX. 3.1 KM 1005651.3 |
 RJ1090| RJ1100 MISSION HILL LOT                    APPROX.12.5 KM 2712921.0 |
 RJ1090| RJ0270 909 9004 IROQUOIS LH                APPROX. 9.3 KM 2802658.6 |
 RJ1090|---------------------------------------------------------------------|
 RJ1090
 RJ1090                          SUPERSEDED SURVEY CONTROL
 RJ1090
 RJ1090  NAD 27      -  46 28 08.97800(N)    084 30 48.01400(W) AD(       ) 3
 RJ1090
 RJ1090.Superseded values are not recommended for survey control.
 RJ1090
 RJ1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1090.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1090
 RJ1090_MARKER: Z = SEE DESCRIPTION
 RJ1090_SETTING: 0 = UNSPECIFIED SETTING
 RJ1090
 RJ1090  HISTORY     - Date     Condition        Report By
 RJ1090  HISTORY     - 1943     MONUMENTED       IBC
 RJ1090  HISTORY     - 1968     MARK NOT FOUND   USACE
 RJ1090
 RJ1090                          STATION DESCRIPTION
 RJ1090
 RJ1090'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ1090'ON E SHORE OF WHITEFISH BAY, 2 MILES W OF POINT LOUISE AT SOURCE
 RJ1090'OF ST MARYS RIVER. ON SAND BEACH, ABOUT 460 FEET SE OF BOATHOUSE,
 RJ1090'AND 150 FEET NW OF LOG HOUSE WHICH IS NAMED---SHANGRI - LA---IN
 RJ1090'BOLD LETTERS FACING THE LAKE SHORE, 5 FEET OUTSIDE OF BRUSH LINE.
 RJ1090'
 RJ1090'STATION MARK IS A NAIL IN HUB DRIVEN FLUSH IN THE SAND AND A 4-FOOT
 RJ1090'TRIPOD STAND OF 6-INCH POSTS CENTERED OVER IT.
 RJ1090
 RJ1090                          STATION RECOVERY (1968)
 RJ1090
 RJ1090'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1968
 RJ1090'NOT RECOVERED, PROBABLY LOST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0828 ***********************************************************************
 RJ0828  DESIGNATION -  SHINGWAUK HOME CHURCH SPIRE
 RJ0828  PID         -  RJ0828
 RJ0828  STATE/COUNTY-  ON/ALGOMA
 RJ0828  COUNTRY     -  CANADA
 RJ0828  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ0828
 RJ0828                         *CURRENT SURVEY CONTROL
 RJ0828  ______________________________________________________________________
 RJ0828* NAD 83(1986) POSITION- 46 30 03.89886(N) 084 17 13.89992(W)   ADJUSTED
 RJ0828  ______________________________________________________________________
 RJ0828  GEOID HEIGHT    -        -37.164 (meters)                     EGM08
 RJ0828  HORZ ORDER      -  THIRD
 RJ0828
 RJ0828.The positional and height information provided upon this datasheet are not
 RJ0828.officially recognized by the Government of Canada, provincial governments
 RJ0828.within Canada, nor are they intended to replace or substitute for them.
 RJ0828.The intent of sharing this data is to allow access to positions or heights
 RJ0828.recognized by the United States Government. Passive control that is used by
 RJ0828.both nations may share the same or similar designations or descriptions but
 RJ0828.do not share official positions or heights. The 'Station Description' may
 RJ0828.originate from a Canadian 'Station Report' and if so contains information
 RJ0828.licensed under the 'Open Government License - Canada'.
 RJ0828
 RJ0828.The horizontal coordinates were established by classical geodetic methods
 RJ0828.and adjusted by the National Geodetic Survey in July 1986.
 RJ0828
 RJ0828.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0828
 RJ0828.Click photographs - Photos may exist for this station.
 RJ0828
 RJ0828. The following values were computed from the NAD 83(1986) position.
 RJ0828
 RJ0828;                    North         East     Units Scale Factor Converg.
 RJ0828;UTM  16      - 5,153,299.497   708,150.578   MT  1.00013260   +1 58 06.7
 RJ0828
 RJ0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0815053299(NAD 83)
 RJ0828
 RJ0828                          SUPERSEDED SURVEY CONTROL
 RJ0828
 RJ0828  NAD 27      -  46 30 03.82000(N)    084 17 13.76000(W) AD(       ) 3
 RJ0828
 RJ0828.Superseded values are not recommended for survey control.
 RJ0828
 RJ0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0828.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0828
 RJ0828_MARKER: 90 = CHURCH SPIRE
 RJ0828_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0828
 RJ0828  HISTORY     - Date     Condition        Report By
 RJ0828  HISTORY     - 1943     FIRST OBSERVED   IBC
 RJ0828  HISTORY     - 1968     GOOD             USACE
 RJ0828  HISTORY     - 1981     GOOD             NOS
 RJ0828
 RJ0828                          STATION DESCRIPTION
 RJ0828
 RJ0828'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0828'CENTER OF THE SPIRE OF THE CHURCH AT THE SHINGWAUK HOME FOR INDIAN
 RJ0828'CHILDREN LOCATED 2 MILES E OF SAULT STE MARIE, ONTARIO, POST OFFICE
 RJ0828'BUILDING, AND 1/4 MILE N OF ST MARYS RIVER.
 RJ0828
 RJ0828                          STATION RECOVERY (1968)
 RJ0828
 RJ0828'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1968
 RJ0828'RECOVERED IN GOOD CONDITION.
 RJ0828
 RJ0828                          STATION RECOVERY (1981)
 RJ0828
 RJ0828'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ0828'THE STATION WAS RECOVERED AS DESCRIBED.  THE BUILDING IS NOW
 RJ0828'A PART OF ALGOMA UNIVERSITY COLLEGE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DN3591 ***********************************************************************
 DN3591  DESIGNATION -  SHOEMAKER
 DN3591  PID         -  DN3591
 DN3591  STATE/COUNTY-  ON/RAINY RIVER
 DN3591  COUNTRY     -  CANADA
 DN3591  NTS MAPSHEET-  RAINY RIVER (2020)
 DN3591
 DN3591                         *CURRENT SURVEY CONTROL
 DN3591  ______________________________________________________________________
 DN3591* NAD 83(2011) POSITION- 48 43 18.20450(N) 094 35 05.28798(W)   ADJUSTED
 DN3591* NAD 83(2011) ELLIP HT-   298.200 (meters)        (06/27/12)   ADJUSTED
 DN3591* NAD 83(2011) EPOCH   -  2010.00
 DN3591* NAVD 88 ORTHO HEIGHT -   327.281 (meters)     1073.75  (feet) ADJUSTED
 DN3591  ______________________________________________________________________
 DN3591  GEOID HEIGHT    -        -29.015 (meters)                     EGM08
 DN3591  NAD 83(2011) X  -   -336,998.979 (meters)                     COMP
 DN3591  NAD 83(2011) Y  - -4,202,447.237 (meters)                     COMP
 DN3591  NAD 83(2011) Z  -  4,770,423.607 (meters)                     COMP
 DN3591  DYNAMIC HEIGHT  -        327.368 (meters)     1074.04  (feet) COMP
 DN3591  MODELED GRAVITY -    980,864.6   (mgal)                       NAVD 88
 DN3591
 DN3591  VERT ORDER      -  SECOND    CLASS I
 DN3591
 DN3591  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN3591  Standards:
 DN3591         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN3591            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN3591  -------------------------------------------------------------------
 DN3591  NETWORK    0.30   0.41           0.14   0.10   0.21     -0.03935332
 DN3591  -------------------------------------------------------------------
 DN3591  Click here for local accuracies and other accuracy information.
 DN3591
 DN3591.The positional and height information provided upon this datasheet are not
 DN3591.officially recognized by the Government of Canada, provincial governments
 DN3591.within Canada, nor are they intended to replace or substitute for them.
 DN3591.The intent of sharing this data is to allow access to positions or heights
 DN3591.recognized by the United States Government. Passive control that is used by
 DN3591.both nations may share the same or similar designations or descriptions but
 DN3591.do not share official positions or heights. The 'Station Description' may
 DN3591.originate from a Canadian 'Station Report' and if so contains information
 DN3591.licensed under the 'Open Government License - Canada'.
 DN3591
 DN3591.The horizontal coordinates were established by GPS observations
 DN3591.and adjusted by the National Geodetic Survey in June 2012.
 DN3591
 DN3591.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN3591.been affixed to the stable North American tectonic plate. See 
 DN3591.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN3591
 DN3591.The horizontal coordinates are valid at the epoch date displayed above
 DN3591.which is a decimal equivalence of Year/Month/Day.
 DN3591
 DN3591.The orthometric height was determined by differential leveling and
 DN3591.adjusted by the NATIONAL GEODETIC SURVEY
 DN3591.in February 2013.
 DN3591
 DN3591.No vertical observational check was made to the station.
 DN3591
 DN3591.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3591
 DN3591.Click photographs - Photos may exist for this station.
 DN3591
 DN3591.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN3591
 DN3591.The ellipsoidal height was determined by GPS observations
 DN3591.and is referenced to NAD 83.
 DN3591
 DN3591.The dynamic height is computed by dividing the NAVD 88
 DN3591.geopotential number by the normal gravity value computed on the
 DN3591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3591.degrees latitude (g = 980.6199 gals.).
 DN3591
 DN3591.The modeled gravity was interpolated from observed gravity values.
 DN3591
 DN3591. The following values were computed from the NAD 83(2011) position.
 DN3591
 DN3591;                    North         East     Units Scale Factor Converg.
 DN3591;UTM  15      - 5,397,733.445   383,441.084   MT  0.99976691   -1 11 28.1
 DN3591
 DN3591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN3591!UTM  15      -   0.99995327  x   0.99976691  =   0.99972019
 DN3591
 DN3591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8344197733(NAD 83)
 DN3591
 DN3591|---------------------------------------------------------------------|
 DN3591| PID    Reference Object                     Distance      Geod. Az  |
 DN3591|                                                           dddmmss.s |
 DN3591| DN3590 MANN                                251.892 METERS 22559     |
 DN3591| TC0478 79U121                              254.895 METERS 23242     |
 DN3591|---------------------------------------------------------------------|
 DN3591
 DN3591                          SUPERSEDED SURVEY CONTROL
 DN3591
 DN3591  NAD 83(2007)-  48 43 18.20468(N)    094 35 05.28885(W) AD(2002.00) 1
 DN3591  ELLIP H (09/15/11)  298.223  (m)                       GP(2002.00) 1 2
 DN3591  NAVD 88             327.28   (m)         1073.8    (f) LEVELING    3  
 DN3591
 DN3591.Superseded values are not recommended for survey control.
 DN3591
 DN3591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN3591.See file dsdata.pdf to determine how the superseded data were derived.
 DN3591
 DN3591_MARKER: F = FLANGE-ENCASED ROD
 DN3591_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN3591_STAMPING: SHOEMAKER 2011
 DN3591_MARK LOGO: MNDT
 DN3591_PROJECTION: FLUSH
 DN3591_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN3591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3591+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2011
 DN3591_ROD/PIPE-DEPTH: 7.6 meters
 DN3591
 DN3591  HISTORY     - Date     Condition        Report By
 DN3591  HISTORY     - 20110201 MONUMENTED       MNDT
 DN3591
 DN3591                          STATION DESCRIPTION
 DN3591
 DN3591'DESCRIBED BY MN DEPT OF TRANSP 2011
 DN3591'0.75 MILE NORTHEAST OF BAUDETTE, AT JUNCTION OF CANADA HIGHWAY 11 AND
 DN3591'CANADA HIGHWAY 600, 0.2 MILE NORTHEAST OF BRIDGE OVER RAINY RIVER,
 DN3591'49.5 FEET NORTH OF CANADA HIGHWAY 11, 79.0 FEET EAST OF CANADA HIGHWAY
 DN3591'600, 175.5 FEET SOUTH OF SOUTH RAIL OF RAILROAD TRACKS, 26.8 FEET EAST
 DN3591'OF SOUTH POST OF ONTARIO SIGN POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TA0181 ***********************************************************************
 TA0181  DESIGNATION -  SHORTISS
 TA0181  PID         -  TA0181
 TA0181  STATE/COUNTY-  ON/RAINY RIVER
 TA0181  COUNTRY     -  CANADA
 TA0181  NTS MAPSHEET-  POOHBAH LAKE (2020)
 TA0181
 TA0181                         *CURRENT SURVEY CONTROL
 TA0181  ______________________________________________________________________
 TA0181* NAD 83(1996) POSITION- 48 17 00.59678(N) 091 56 29.48364(W)   ADJUSTED
 TA0181* NAVD 88 ORTHO HEIGHT -   450.    (meters)     1476.    (feet) SCALED
 TA0181  ______________________________________________________________________
 TA0181  GEOID HEIGHT    -        -31.980 (meters)                     EGM08
 TA0181  HORZ ORDER      -  FIRST
 TA0181
 TA0181.The positional and height information provided upon this datasheet are not
 TA0181.officially recognized by the Government of Canada, provincial governments
 TA0181.within Canada, nor are they intended to replace or substitute for them.
 TA0181.The intent of sharing this data is to allow access to positions or heights
 TA0181.recognized by the United States Government. Passive control that is used by
 TA0181.both nations may share the same or similar designations or descriptions but
 TA0181.do not share official positions or heights. The 'Station Description' may
 TA0181.originate from a Canadian 'Station Report' and if so contains information
 TA0181.licensed under the 'Open Government License - Canada'.
 TA0181
 TA0181.The horizontal coordinates were established by classical geodetic methods
 TA0181.and adjusted by the National Geodetic Survey in March 1999.
 TA0181
 TA0181.The orthometric height was scaled from a topographic map.
 TA0181
 TA0181.Significant digits in the geoid height do not necessarily reflect accuracy.
 TA0181
 TA0181.Click photographs - Photos may exist for this station.
 TA0181
 TA0181. The following values were computed from the NAD 83(1996) position.
 TA0181
 TA0181;                    North         East     Units Scale Factor Converg.
 TA0181;UTM  15      - 5,348,352.194   578,523.539   MT  0.99967576   +0 47 24.5
 TA0181
 TA0181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TA0181!UTM  15      -   0.99993445  x   0.99967576  =   0.99961023
 TA0181
 TA0181:                Primary Azimuth Mark                     Grid Az
 TA0181:UTM  15      -  FALLS                                    178 01 14.6
 TA0181
 TA0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UWP7852348352(NAD 83)
 TA0181
 TA0181|---------------------------------------------------------------------|
 TA0181| PID    Reference Object                     Distance      Geod. Az  |
 TA0181|                                                           dddmmss.s |
 TA0181| TA0172 FALLS                               APPROX. 9.2 KM 1784839.1 |
 TA0181| CJ2768 SHORTISS RM                          24.290 METERS 20208     |
 TA0181|---------------------------------------------------------------------|
 TA0181
 TA0181                          SUPERSEDED SURVEY CONTROL
 TA0181
 TA0181  NAD 83(1986)-  48 17 00.61465(N)    091 56 29.52621(W) AD(       ) 1
 TA0181  NAD 27      -  48 17 00.97800(N)    091 56 29.05800(W) AD(       ) 1
 TA0181
 TA0181.Superseded values are not recommended for survey control.
 TA0181
 TA0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TA0181.See file dsdata.pdf to determine how the superseded data were derived.
 TA0181
 TA0181
 TA0181  HISTORY     - Date     Condition        Report By
 TA0181  HISTORY     - 1915     MONUMENTED       IBC
 TA0181  HISTORY     - 1924     GOOD             CGS
 TA0181
 TA0181                          STATION DESCRIPTION
 TA0181
 TA0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 TA0181'ABOUT 3 MILES NORTHEAST OF BOTTLE PORTAGE, 1 MILE NORTHEAST
 TA0181'OF BASS LAKE, AND ON HIGHEST POINT OF SHORTISS ISLAND WHICH
 TA0181'IS IN SOUTHEASTERN PART OF LAC LA CROIX.  ISLAND IS MADE
 TA0181'CONSPICUOUS BY GROVE OF TALL NORWAY PINES ON SUMMIT OF HILL.
 TA0181'TO REACH FROM BOTTLE PORTAGE, FOLLOW EAST SHORE OF LAC LA
 TA0181'CROIX NORTH 1 MILE TO NORTHEAST CORNER OF HEAD OF BAY, MAKE
 TA0181'SHORT PORTAGE TO BASS LAKE AND FOLLOW BLAZED TRAIL WHICH
 TA0181'LEADS FROM NORTHEASTERLY EXTREMITY OF BASS LAKE (JUST EAST
 TA0181'OF HIGH ROCK BLUFF) 1-1/2 MILES TO STATION SITE.  MARKED BY
 TA0181'STANDARD BRONZE DISK OF INTERNATIONAL BOUNDARY COMMISSION
 TA0181'IN SMALL BOULDER FLUSH WITH SURFACE OF GROUND.  REFERENCE
 TA0181'MARK IS GEODETIC SURVEY OF CANADA BRONZE DISK IN SMALL
 TA0181'BOULDER, PROJECTING 6 INCHES ABOVE GROUND, 24.29 METERS
 TA0181'(79.7 FEET) FROM STATION S 22 DEG 16 MIN W.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0938 ***********************************************************************
 RJ0938  DESIGNATION -  SIMONS
 RJ0938  PID         -  RJ0938
 RJ0938  STATE/COUNTY-  ON/ALGOMA
 RJ0938  COUNTRY     -  CANADA
 RJ0938  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ0938
 RJ0938                         *CURRENT SURVEY CONTROL
 RJ0938  ______________________________________________________________________
 RJ0938* NAD 83(1994) POSITION- 46 22 29.09143(N) 084 07 50.54808(W)   ADJUSTED
 RJ0938* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0938  ______________________________________________________________________
 RJ0938  GEOID HEIGHT    -        -37.128 (meters)                     EGM08
 RJ0938  HORZ ORDER      -  THIRD
 RJ0938
 RJ0938.The positional and height information provided upon this datasheet are not
 RJ0938.officially recognized by the Government of Canada, provincial governments
 RJ0938.within Canada, nor are they intended to replace or substitute for them.
 RJ0938.The intent of sharing this data is to allow access to positions or heights
 RJ0938.recognized by the United States Government. Passive control that is used by
 RJ0938.both nations may share the same or similar designations or descriptions but
 RJ0938.do not share official positions or heights. The 'Station Description' may
 RJ0938.originate from a Canadian 'Station Report' and if so contains information
 RJ0938.licensed under the 'Open Government License - Canada'.
 RJ0938
 RJ0938.The horizontal coordinates were established by classical geodetic methods
 RJ0938.and adjusted by the National Geodetic Survey in February 1997.
 RJ0938
 RJ0938.The orthometric height was scaled from a topographic map.
 RJ0938
 RJ0938.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0938
 RJ0938.Click photographs - Photos may exist for this station.
 RJ0938
 RJ0938. The following values were computed from the NAD 83(1994) position.
 RJ0938
 RJ0938;                    North         East     Units Scale Factor Converg.
 RJ0938;UTM  16      - 5,139,687.154   720,666.926   MT  1.00019860   +2 04 40.2
 RJ0938
 RJ0938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0938!UTM  16      -   0.99997823  x   1.00019860  =   1.00017682
 RJ0938
 RJ0938:                Primary Azimuth Mark                     Grid Az
 RJ0938:UTM  16      -  REF MON 21 ECC                           242 02 19.8
 RJ0938
 RJ0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2066639687(NAD 83)
 RJ0938
 RJ0938|---------------------------------------------------------------------|
 RJ0938| PID    Reference Object                     Distance      Geod. Az  |
 RJ0938|                                                           dddmmss.s |
 RJ0938| RJ0942 REF MON 21 ECC                      APPROX. 1.0 KM 2440700.0 |
 RJ0938|---------------------------------------------------------------------|
 RJ0938
 RJ0938                          SUPERSEDED SURVEY CONTROL
 RJ0938
 RJ0938  NAD 83(1986)-  46 22 29.08149(N)    084 07 50.55666(W) AD(       ) 3
 RJ0938  NAD 27      -  46 22 29.00900(N)    084 07 50.45300(W) AD(       ) 3
 RJ0938
 RJ0938.Superseded values are not recommended for survey control.
 RJ0938
 RJ0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0938.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0938
 RJ0938_MARKER: H = DRILL HOLE
 RJ0938_SETTING: 80 = SET IN A BOULDER
 RJ0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0938+STABILITY: SURFACE MOTION
 RJ0938
 RJ0938  HISTORY     - Date     Condition        Report By
 RJ0938  HISTORY     - 1944     MONUMENTED       IBC
 RJ0938  HISTORY     - 1958     GOOD             IBC
 RJ0938
 RJ0938                          STATION DESCRIPTION
 RJ0938
 RJ0938'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RJ0938'ON BIRCH POINT, ON THE CANADIAN SHORE AT THE LOWER END OF LAKE
 RJ0938'GEORGE, ACROSS FROM THE HEAD OF DUCK ISLAND.  ON A FLAT ROCK, 3 BY 3
 RJ0938'FEET, AT THE EDGE OF THE WATER, ON THE NE END OF THE POINT.
 RJ0938'
 RJ0938'STATION MARK IS A 3/4-INCH DRILL HOLE 1-1/4 INCHES DEEP IN THE ROCK.
 RJ0938
 RJ0938                          STATION RECOVERY (1958)
 RJ0938
 RJ0938'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0938'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0787 ***********************************************************************
 RJ0787  DESIGNATION -  SINJIN IBC 1943
 RJ0787  PID         -  RJ0787
 RJ0787  STATE/COUNTY-  ON/ALGOMA
 RJ0787  COUNTRY     -  CANADA
 RJ0787  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ0787
 RJ0787                         *CURRENT SURVEY CONTROL
 RJ0787  ______________________________________________________________________
 RJ0787* NAD 83(1986) POSITION- 46 31 44.92348(N) 084 09 45.12409(W)   ADJUSTED
 RJ0787* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0787  ______________________________________________________________________
 RJ0787  GEOID HEIGHT    -        -37.230 (meters)                     EGM08
 RJ0787  HORZ ORDER      -  THIRD
 RJ0787
 RJ0787.The positional and height information provided upon this datasheet are not
 RJ0787.officially recognized by the Government of Canada, provincial governments
 RJ0787.within Canada, nor are they intended to replace or substitute for them.
 RJ0787.The intent of sharing this data is to allow access to positions or heights
 RJ0787.recognized by the United States Government. Passive control that is used by
 RJ0787.both nations may share the same or similar designations or descriptions but
 RJ0787.do not share official positions or heights. The 'Station Description' may
 RJ0787.originate from a Canadian 'Station Report' and if so contains information
 RJ0787.licensed under the 'Open Government License - Canada'.
 RJ0787
 RJ0787.The horizontal coordinates were established by classical geodetic methods
 RJ0787.and adjusted by the National Geodetic Survey in July 1986.
 RJ0787
 RJ0787.The orthometric height was scaled from a topographic map.
 RJ0787
 RJ0787.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0787
 RJ0787.Click photographs - Photos may exist for this station.
 RJ0787
 RJ0787. The following values were computed from the NAD 83(1986) position.
 RJ0787
 RJ0787;                    North         East     Units Scale Factor Converg.
 RJ0787;UTM  16      - 5,156,753.816   717,603.077   MT  1.00018207   +2 03 36.1
 RJ0787
 RJ0787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0787!UTM  16      -   0.99997824  x   1.00018207  =   1.00016031
 RJ0787
 RJ0787:                Primary Azimuth Mark                     Grid Az
 RJ0787:UTM  16      -  BASSAWA  IBC 1943                        075 43 16.6
 RJ0787
 RJ0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1760356753(NAD 83)
 RJ0787
 RJ0787|---------------------------------------------------------------------|
 RJ0787| PID    Reference Object                     Distance      Geod. Az  |
 RJ0787|                                                           dddmmss.s |
 RJ0787| RJ0785 GARDEN RIVER ST JOHNS CH CROSS      151.594 METERS 05745     |
 RJ0787| RJ0780 BASSAWA  IBC 1943                   APPROX. 0.9 KM 0774652.7 |
 RJ0787| RJ0781 PAYMENT CHURCH CROSS                APPROX. 0.9 KM 1023903.6 |
 RJ0787| RJ0786 KARIMO                              APPROX. 0.6 KM 1782153.8 |
 RJ0787|---------------------------------------------------------------------|
 RJ0787
 RJ0787                          SUPERSEDED SURVEY CONTROL
 RJ0787
 RJ0787  NAD 27      -  46 31 44.83600(N)    084 09 45.01200(W) AD(       ) 3
 RJ0787
 RJ0787.Superseded values are not recommended for survey control.
 RJ0787
 RJ0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0787.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0787
 RJ0787_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0787_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ0787+WITH SETTING: PAVEMENT
 RJ0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0787+STABILITY: SURFACE MOTION
 RJ0787
 RJ0787  HISTORY     - Date     Condition        Report By
 RJ0787  HISTORY     - 1943     MONUMENTED       IBC
 RJ0787  HISTORY     - 1958     MARK NOT FOUND   IBC
 RJ0787
 RJ0787                          STATION DESCRIPTION
 RJ0787
 RJ0787'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0787'ABOUT 1/4 MILE W OF GARDEN RIVER AND ABOUT 500 FEET WSW OF ST JOHNS
 RJ0787'CHURCH, GARDEN RIVER, ONTARIO.  IT IS 18 FEET S OF SINGLE-TRACK
 RJ0787'ROAD, 39.5 FEET SE OF CORNER OF BARN, ABOUT 80 FEET BACK FROM
 RJ0787'WATER, 5 FEET ABOVE, AND ON OPEN GRASSY GROUND.
 RJ0787'
 RJ0787'STATION MARK IS A STANDARD I B C BRONZE - DISK STATION MARK IN A
 RJ0787'CYLINDER OF CONCRETE 7 INCHES IN DIAMETER AND 20 INCHES LONG SET
 RJ0787'4 INCHES ABOVE SURFACE OF GROUND.  SUBSURFACE MARK IS A ROUNDHEADED
 RJ0787'COPPER RIVET IN A CYLINDER OF CONCRETE 7 INCHES IN DIAMETER AND 10
 RJ0787'INCHES LONG SET 24 INCHES UNDERGROUND.
 RJ0787
 RJ0787                          STATION RECOVERY (1958)
 RJ0787
 RJ0787'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0787'SEARCHED FOR, BUT NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RH0074 ***********************************************************************
 RH0074  DESIGNATION -  SJ C8W+520
 RH0074  PID         -  RH0074
 RH0074  STATE/COUNTY-  ON/ALGOMA
 RH0074  COUNTRY     -  CANADA
 RH0074  NTS MAPSHEET-  JOSEPH ISLAND (2020)
 RH0074
 RH0074                         *CURRENT SURVEY CONTROL
 RH0074  ______________________________________________________________________
 RH0074* NAD 83(1986) POSITION- 46 08 40.76873(N) 083 59 35.56854(W)   ADJUSTED
 RH0074* NAVD 88 ORTHO HEIGHT -   185.    (meters)      607.    (feet) SCALED
 RH0074  ______________________________________________________________________
 RH0074  GEOID HEIGHT    -        -37.115 (meters)                     EGM08
 RH0074  HORZ ORDER      -  SECOND
 RH0074
 RH0074.The positional and height information provided upon this datasheet are not
 RH0074.officially recognized by the Government of Canada, provincial governments
 RH0074.within Canada, nor are they intended to replace or substitute for them.
 RH0074.The intent of sharing this data is to allow access to positions or heights
 RH0074.recognized by the United States Government. Passive control that is used by
 RH0074.both nations may share the same or similar designations or descriptions but
 RH0074.do not share official positions or heights. The 'Station Description' may
 RH0074.originate from a Canadian 'Station Report' and if so contains information
 RH0074.licensed under the 'Open Government License - Canada'.
 RH0074
 RH0074.The horizontal coordinates were established by classical geodetic methods
 RH0074.and adjusted by the National Geodetic Survey in May 1990.
 RH0074
 RH0074.The orthometric height was scaled from a topographic map.
 RH0074
 RH0074.Significant digits in the geoid height do not necessarily reflect accuracy.
 RH0074
 RH0074.Click photographs - Photos may exist for this station.
 RH0074
 RH0074. The following values were computed from the NAD 83(1986) position.
 RH0074
 RH0074;                    North         East     Units Scale Factor Converg.
 RH0074;UTM  17      - 5,114,476.188   268,837.373   MT  1.00025694   -2 09 33.6
 RH0074;UTM  16      - 5,114,515.800   732,210.820   MT  1.00026291   +2 10 08.9
 RH0074
 RH0074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0074!UTM  17      -   0.99997681  x   1.00025694  =   1.00023375
 RH0074!UTM  16      -   0.99997681  x   1.00026291  =   1.00023972
 RH0074
 RH0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM6883714476(NAD 83)
 RH0074
 RH0074                          SUPERSEDED SURVEY CONTROL
 RH0074
 RH0074.No superseded survey control is available for this station.
 RH0074
 RH0074_MARKER: DS = TRIANGULATION STATION DISK
 RH0074_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RH0074+WITH SETTING: INFORMATION.
 RH0074_MAGNETIC: N = NO MAGNETIC MATERIAL
 RH0074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RH0074
 RH0074  HISTORY     - Date     Condition        Report By
 RH0074  HISTORY     - 1988     MONUMENTED       USACE
 RH0074
 RH0074                          STATION DESCRIPTION
 RH0074
 RH0074'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RH0074'THE STATION IS LOCATED ABOUT 46.8 KM (29.1 MI) SOUTHEAST OF SAULT STE
 RH0074'MARIE, 47.5 KM (29.5 MI) EAST-SOUTHEAST OF RUDYARD, 19.0 KM
 RH0074'(11.8 MI) NORTH-
 RH0074'NORTHWEST OF DETOUR VILLAGE, IN LOT 49, CONCESSION A, TOWNSHIP OF
 RH0074'JOCELYN, DISTRICT OF ALGOMA.
 RH0074'OWNERSHIP---JOCELYN TOWNSHIP
 RH0074'
 RH0074'TO REACH THE STATION FROM THE POST OFFICE IN PICKFORD MI, GO EAST
 RH0074'FOR 20.9 KM
 RH0074'(13 MI), ON GOGOMAIN ROAD TO A 90 DEGREE TURN TO THE SOUTH, TURN
 RH0074'TURN LEFT AND GO NORTH FOR 152.4 METERS (500 FT) ONTO A GRAVEL ROAD
 RH0074'TO THE
 RH0074'PUBLIC BOAT LAUNCH. TRAVEL BY BOAT
 RH0074'DOWNRIVER ACROSS MUNUSCONG LAKE FOR 40 MINUTES TO A SMALL POINT
 RH0074'ABOUT 2.4 KM (1.5 MI) NORTH OF HAY POINT WHERE THE STATION IS
 RH0074'LOCATED.
 RH0074'
 RH0074'THE STATION IS A STANDARD COE DISK THAT IS STAMPED---C8W-520---,
 RH0074'SET INTO
 RH0074'A COVERED CYLINDER THAT IS FLUSH WITH THE GROUND AND ATTACHED TO AN
 RH0074'ALUMINUM ROD DRIVEN INTO THE GROUND, LOCATED 12.2 METERS (40 FT)
 RH0074'INLAND FROM THE WATERS EDGE.
 RH0074'
 RH0074'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0555 ***********************************************************************
 TC0555  DESIGNATION -  SLEEMAN
 TC0555  PID         -  TC0555
 TC0555  STATE/COUNTY-  ON/RAINY RIVER
 TC0555  COUNTRY     -  CANADA
 TC0555  NTS MAPSHEET-  ARBOR VITAE (2020)
 TC0555
 TC0555                         *CURRENT SURVEY CONTROL
 TC0555  ______________________________________________________________________
 TC0555* NAD 83(1996) POSITION- 48 46 34.66743(N) 094 26 26.75614(W)   ADJUSTED
 TC0555* NAVD 88 ORTHO HEIGHT -   328.    (meters)     1076.    (feet) SCALED
 TC0555  ______________________________________________________________________
 TC0555  GEOID HEIGHT    -        -29.281 (meters)                     EGM08
 TC0555  HORZ ORDER      -  FIRST
 TC0555
 TC0555.The positional and height information provided upon this datasheet are not
 TC0555.officially recognized by the Government of Canada, provincial governments
 TC0555.within Canada, nor are they intended to replace or substitute for them.
 TC0555.The intent of sharing this data is to allow access to positions or heights
 TC0555.recognized by the United States Government. Passive control that is used by
 TC0555.both nations may share the same or similar designations or descriptions but
 TC0555.do not share official positions or heights. The 'Station Description' may
 TC0555.originate from a Canadian 'Station Report' and if so contains information
 TC0555.licensed under the 'Open Government License - Canada'.
 TC0555
 TC0555.The horizontal coordinates were established by classical geodetic methods
 TC0555.and adjusted by the National Geodetic Survey in March 1999.
 TC0555
 TC0555.The orthometric height was scaled from a topographic map.
 TC0555
 TC0555.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0555
 TC0555.Click photographs - Photos may exist for this station.
 TC0555
 TC0555. The following values were computed from the NAD 83(1996) position.
 TC0555
 TC0555;                    North         East     Units Scale Factor Converg.
 TC0555;UTM  15      - 5,403,589.312   394,149.085   MT  0.99973765   -1 05 01.5
 TC0555
 TC0555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0555!UTM  15      -   0.99995313  x   0.99973765  =   0.99969079
 TC0555
 TC0555:                Primary Azimuth Mark                     Grid Az
 TC0555:UTM  15      -  CLEMENTSON                               175 22 13.7
 TC0555
 TC0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ9414903589(NAD 83)
 TC0555
 TC0555|---------------------------------------------------------------------|
 TC0555| PID    Reference Object                     Distance      Geod. Az  |
 TC0555|                                                           dddmmss.s |
 TC0555| TC0554 CLEMENTSON                          APPROX. 9.6 KM 1741712.2 |
 TC0555|---------------------------------------------------------------------|
 TC0555
 TC0555                          SUPERSEDED SURVEY CONTROL
 TC0555
 TC0555  NAD 83(1986)-  48 46 34.64791(N)    094 26 26.74781(W) AD(       ) 1
 TC0555
 TC0555.Superseded values are not recommended for survey control.
 TC0555
 TC0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0555.See file dsdata.pdf to determine how the superseded data were derived.
 TC0555
 TC0555_MARKER: DD = SURVEY DISK
 TC0555_SETTING: 0 = UNSPECIFIED SETTING
 TC0555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TC0555
 TC0555  HISTORY     - Date     Condition        Report By
 TC0555  HISTORY     - 1913     MONUMENTED       IBC
 TC0555
 TC0555                          STATION DESCRIPTION
 TC0555
 TC0555'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (CHS)
 TC0555'ON THE NORTH SIDE OF RAINY RIVER, ABOUT 4 MILES NORTH AND ONE - HALF
 TC0555'MILE WEST OF SLEEMAN SIDING, ONTARIO.  THE STATION IS ON THE NORTHWEST
 TC0555'QUARTER OF SECTION 15, BLUE TOWNSHIP, ABOUT 20 METERS WEST OF THE
 TC0555'CENTER OF THE SECTION AND ABOUT ONE - FOURTH MILE SOUTH OF THE NORTH
 TC0555'LINE.  IT IS ON A ROCK ABOUT 20 FEET HIGH.
 TC0555'
 TC0555'STATION MARK--A BRONZE DISK SET IN A CONCRETE EMBEDDED IN THE ROCK.
 TC0555'A 70 - FOOT TOWER WAS ERECTED OVER THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC1210 ***********************************************************************
 TC1210  DESIGNATION -  SLOUGH
 TC1210  PID         -  TC1210
 TC1210  STATE/COUNTY-  ON/RAINY RIVER
 TC1210  COUNTRY     -  CANADA
 TC1210  NTS MAPSHEET-  PINEWOOD (2020)
 TC1210
 TC1210                         *CURRENT SURVEY CONTROL
 TC1210  ______________________________________________________________________
 TC1210* NAD 83(1996) POSITION- 48 39 20.09872(N) 094 14 48.45483(W)   ADJUSTED
 TC1210* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 TC1210  ______________________________________________________________________
 TC1210  GEOID HEIGHT    -        -29.354 (meters)                     EGM08
 TC1210  HORZ ORDER      -  THIRD
 TC1210
 TC1210.The positional and height information provided upon this datasheet are not
 TC1210.officially recognized by the Government of Canada, provincial governments
 TC1210.within Canada, nor are they intended to replace or substitute for them.
 TC1210.The intent of sharing this data is to allow access to positions or heights
 TC1210.recognized by the United States Government. Passive control that is used by
 TC1210.both nations may share the same or similar designations or descriptions but
 TC1210.do not share official positions or heights. The 'Station Description' may
 TC1210.originate from a Canadian 'Station Report' and if so contains information
 TC1210.licensed under the 'Open Government License - Canada'.
 TC1210
 TC1210.The horizontal coordinates were established by classical geodetic methods
 TC1210.and adjusted by the National Geodetic Survey in March 1999.
 TC1210
 TC1210.The orthometric height was scaled from a topographic map.
 TC1210
 TC1210.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1210
 TC1210.Click photographs - Photos may exist for this station.
 TC1210
 TC1210. The following values were computed from the NAD 83(1996) position.
 TC1210
 TC1210;                    North         East     Units Scale Factor Converg.
 TC1210;UTM  15      - 5,389,919.803   408,180.201   MT  0.99970358   -0 56 10.0
 TC1210
 TC1210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1210!UTM  15      -   0.99995345  x   0.99970358  =   0.99965705
 TC1210
 TC1210:                Primary Azimuth Mark                     Grid Az
 TC1210:UTM  15      -  BOUNDARY REF MON 129                     280 54 03.9
 TC1210
 TC1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP0818089919(NAD 83)
 TC1210
 TC1210|---------------------------------------------------------------------|
 TC1210| PID    Reference Object                     Distance      Geod. Az  |
 TC1210|                                                           dddmmss.s |
 TC1210| TC1044 REF MON 130                         232.654 METERS 12032     |
 TC1210| TC1217 SPRUCE                              267.324 METERS 19742     |
 TC1210| TC1041 BOUNDARY REF MON 129                432.774 METERS 2795753.9 |
 TC1210|---------------------------------------------------------------------|
 TC1210
 TC1210                          SUPERSEDED SURVEY CONTROL
 TC1210
 TC1210  NAD 83(1986)-  48 39 20.08171(N)    094 14 48.44560(W) AD(       ) 3
 TC1210
 TC1210.Superseded values are not recommended for survey control.
 TC1210
 TC1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1210.See file dsdata.pdf to determine how the superseded data were derived.
 TC1210
 TC1210_MARKER: X = CHISELED CROSS
 TC1210_SETTING: 80 = SET IN A BOULDER
 TC1210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1210+STABILITY: SURFACE MOTION
 TC1210
 TC1210  HISTORY     - Date     Condition        Report By
 TC1210  HISTORY     - 1914     MONUMENTED       IBC
 TC1210
 TC1210                          STATION DESCRIPTION
 TC1210
 TC1210'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC1210'ON THE EAST BANK OF RAINY RIVER, ABOUT ONE - FOURTH MILE EAST OF THE
 TC1210'FRONTIER (MINN) STORE.  THE STATION IS ON THE LOW GRASSY BANK ABOUT 1
 TC1210'METER ABOVE AND 2 METERS BACK FROM THE RIVERS EDGE.
 TC1210'
 TC1210'STATION MARK--A CROSS CUT IN A STONE.  SUBSURFACE MARK IS A BALL OF
 TC1210'WIRE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC1211 ***********************************************************************
 TC1211  DESIGNATION -  SMART
 TC1211  PID         -  TC1211
 TC1211  STATE/COUNTY-  ON/RAINY RIVER
 TC1211  COUNTRY     -  CANADA
 TC1211  NTS MAPSHEET-  PINEWOOD (2020)
 TC1211
 TC1211                         *CURRENT SURVEY CONTROL
 TC1211  ______________________________________________________________________
 TC1211* NAD 83(1996) POSITION- 48 42 19.28994(N) 094 21 09.55731(W)   ADJUSTED
 TC1211* NAVD 88 ORTHO HEIGHT -   329.    (meters)     1079.    (feet) SCALED
 TC1211  ______________________________________________________________________
 TC1211  GEOID HEIGHT    -        -29.270 (meters)                     EGM08
 TC1211  HORZ ORDER      -  THIRD
 TC1211
 TC1211.The positional and height information provided upon this datasheet are not
 TC1211.officially recognized by the Government of Canada, provincial governments
 TC1211.within Canada, nor are they intended to replace or substitute for them.
 TC1211.The intent of sharing this data is to allow access to positions or heights
 TC1211.recognized by the United States Government. Passive control that is used by
 TC1211.both nations may share the same or similar designations or descriptions but
 TC1211.do not share official positions or heights. The 'Station Description' may
 TC1211.originate from a Canadian 'Station Report' and if so contains information
 TC1211.licensed under the 'Open Government License - Canada'.
 TC1211
 TC1211.The horizontal coordinates were established by classical geodetic methods
 TC1211.and adjusted by the National Geodetic Survey in March 1999.
 TC1211
 TC1211.The orthometric height was scaled from a topographic map.
 TC1211
 TC1211.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1211
 TC1211.Click photographs - Photos may exist for this station.
 TC1211
 TC1211. The following values were computed from the NAD 83(1996) position.
 TC1211
 TC1211;                    North         East     Units Scale Factor Converg.
 TC1211;UTM  15      - 5,395,585.379   400,482.326   MT  0.99972167   -1 00 58.9
 TC1211
 TC1211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1211!UTM  15      -   0.99995297  x   0.99972167  =   0.99967465
 TC1211
 TC1211:                Primary Azimuth Mark                     Grid Az
 TC1211:UTM  15      -  REF MON 114                              120 19 51.9
 TC1211
 TC1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP0048295585(NAD 83)
 TC1211
 TC1211|---------------------------------------------------------------------|
 TC1211| PID    Reference Object                     Distance      Geod. Az  |
 TC1211|                                                           dddmmss.s |
 TC1211| TC1019 REF MON 114                         APPROX. 0.8 KM 1191853.0 |
 TC1211| TC0934 KING                                300.769 METERS 20019     |
 TC1211|---------------------------------------------------------------------|
 TC1211
 TC1211                          SUPERSEDED SURVEY CONTROL
 TC1211
 TC1211  NAD 83(1986)-  48 42 19.27165(N)    094 21 09.54786(W) AD(       ) 3
 TC1211
 TC1211.Superseded values are not recommended for survey control.
 TC1211
 TC1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1211.See file dsdata.pdf to determine how the superseded data were derived.
 TC1211
 TC1211_MARKER: X = CHISELED CROSS
 TC1211_SETTING: 80 = SET IN A BOULDER
 TC1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1211+STABILITY: SURFACE MOTION
 TC1211
 TC1211  HISTORY     - Date     Condition        Report By
 TC1211  HISTORY     - 1914     MONUMENTED       IBC
 TC1211
 TC1211                          STATION DESCRIPTION
 TC1211
 TC1211'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC1211'ON SLOPE OF BANK 6 FEET ABOVE RIVER AND 25 FEET BACK, ABOUT SOUTH OF
 TC1211'SMARTS HOUSE WHICH IS ABOUT 60 METERS DISTANT, PILING OF OLD PIER
 TC1211'ABOUT 28 METERS WEST, CENTRAL ABOUT 3/4 MILE SOUTHEAST.  STATION
 TC1211'MARK--STONE AND WIRE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0879 ***********************************************************************
 RJ0879  DESIGNATION -  SOD IBC RM 1944
 RJ0879  PID         -  RJ0879
 RJ0879  STATE/COUNTY-  ON/ALGOMA
 RJ0879  COUNTRY     -  CANADA
 RJ0879  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ0879
 RJ0879                         *CURRENT SURVEY CONTROL
 RJ0879  ______________________________________________________________________
 RJ0879* NAD 83(1986) POSITION- 46 27 26.71160(N) 084 05 53.43346(W)   ADJUSTED
 RJ0879* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0879  ______________________________________________________________________
 RJ0879  GEOID HEIGHT    -        -37.205 (meters)                     EGM08
 RJ0879  HORZ ORDER      -  THIRD
 RJ0879
 RJ0879.The positional and height information provided upon this datasheet are not
 RJ0879.officially recognized by the Government of Canada, provincial governments
 RJ0879.within Canada, nor are they intended to replace or substitute for them.
 RJ0879.The intent of sharing this data is to allow access to positions or heights
 RJ0879.recognized by the United States Government. Passive control that is used by
 RJ0879.both nations may share the same or similar designations or descriptions but
 RJ0879.do not share official positions or heights. The 'Station Description' may
 RJ0879.originate from a Canadian 'Station Report' and if so contains information
 RJ0879.licensed under the 'Open Government License - Canada'.
 RJ0879
 RJ0879.The horizontal coordinates were established by classical geodetic methods
 RJ0879.and adjusted by the National Geodetic Survey in July 1986.
 RJ0879
 RJ0879.The orthometric height was scaled from a topographic map.
 RJ0879
 RJ0879.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0879
 RJ0879.Click photographs - Photos may exist for this station.
 RJ0879
 RJ0879. The following values were computed from the NAD 83(1986) position.
 RJ0879
 RJ0879;                    North         East     Units Scale Factor Converg.
 RJ0879;UTM  16      - 5,148,963.993   722,831.456   MT  1.00021039   +2 06 15.4
 RJ0879
 RJ0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0879!UTM  16      -   0.99997824  x   1.00021039  =   1.00018862
 RJ0879
 RJ0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2283148963(NAD 83)
 RJ0879
 RJ0879                          SUPERSEDED SURVEY CONTROL
 RJ0879
 RJ0879  NAD 27      -  46 27 26.63300(N)    084 05 53.33500(W) AD(       ) 3
 RJ0879
 RJ0879.Superseded values are not recommended for survey control.
 RJ0879
 RJ0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0879.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0879
 RJ0879_MARKER: H = DRILL HOLE
 RJ0879_SETTING: 80 = SET IN A BOULDER
 RJ0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0879+STABILITY: SURFACE MOTION
 RJ0879
 RJ0879  HISTORY     - Date     Condition        Report By
 RJ0879  HISTORY     - 1944     MONUMENTED       IBC
 RJ0879  HISTORY     - 1958     GOOD             IBC
 RJ0879
 RJ0879                          STATION DESCRIPTION
 RJ0879
 RJ0879'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RJ0879'ON THE CANADIAN SHORE, ACROSS LAKE GEORGE FROM HAY POINT ON SUGAR
 RJ0879'ISLAND.  IN A HUGE BOULDER ON THE OPEN FLAT POINT, ABOUT 20 FEET
 RJ0879'FROM THE SHORE, AND IN THE ONLY BOULDER ON THE POINT.
 RJ0879'
 RJ0879'STATION MARK IS A DRILL HOLE IN THE TOP OF THE BOULDER.
 RJ0879
 RJ0879                          STATION RECOVERY (1958)
 RJ0879
 RJ0879'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0879'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1131 ***********************************************************************
 RJ1131  DESIGNATION -  SOUTH GROS CAP USLS 1893
 RJ1131  PID         -  RJ1131
 RJ1131  STATE/COUNTY-  ON/ALGOMA
 RJ1131  COUNTRY     -  CANADA
 RJ1131  NTS MAPSHEET-  ILE PARISIENNE (2020)
 RJ1131
 RJ1131                         *CURRENT SURVEY CONTROL
 RJ1131  ______________________________________________________________________
 RJ1131* NAD 83(1986) POSITION- 46 32 00.60187(N) 084 35 19.90399(W)   ADJUSTED
 RJ1131* NAVD 88 ORTHO HEIGHT -   259.    (meters)      850.    (feet) SCALED
 RJ1131  ______________________________________________________________________
 RJ1131  GEOID HEIGHT    -        -36.924 (meters)                     EGM08
 RJ1131  HORZ ORDER      -  THIRD
 RJ1131
 RJ1131.The positional and height information provided upon this datasheet are not
 RJ1131.officially recognized by the Government of Canada, provincial governments
 RJ1131.within Canada, nor are they intended to replace or substitute for them.
 RJ1131.The intent of sharing this data is to allow access to positions or heights
 RJ1131.recognized by the United States Government. Passive control that is used by
 RJ1131.both nations may share the same or similar designations or descriptions but
 RJ1131.do not share official positions or heights. The 'Station Description' may
 RJ1131.originate from a Canadian 'Station Report' and if so contains information
 RJ1131.licensed under the 'Open Government License - Canada'.
 RJ1131
 RJ1131.The horizontal coordinates were established by classical geodetic methods
 RJ1131.and adjusted by the National Geodetic Survey in July 1986.
 RJ1131
 RJ1131.The orthometric height was scaled from a topographic map.
 RJ1131
 RJ1131.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1131
 RJ1131.Click photographs - Photos may exist for this station.
 RJ1131
 RJ1131. The following values were computed from the NAD 83(1986) position.
 RJ1131
 RJ1131;                    North         East     Units Scale Factor Converg.
 RJ1131;UTM  16      - 5,156,150.211   684,894.640   MT  1.00002022   +1 45 01.6
 RJ1131
 RJ1131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1131!UTM  16      -   0.99996518  x   1.00002022  =   0.99998540
 RJ1131
 RJ1131:                Primary Azimuth Mark                     Grid Az
 RJ1131:UTM  16      -  REF MON 42 IWC 1912                      141 20 03.9
 RJ1131
 RJ1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS8489456150(NAD 83)
 RJ1131
 RJ1131|---------------------------------------------------------------------|
 RJ1131| PID    Reference Object                     Distance      Geod. Az  |
 RJ1131|                                                           dddmmss.s |
 RJ1131| RJ1087 REF MON 42 IWC 1912                 APPROX. 7.9 KM 1430505.5 |
 RJ1131| RJ0270 909 9004 IROQUOIS LH                APPROX. 6.4 KM 2112327.5 |
 RJ1131| RJ1100 MISSION HILL LOT                    APPROX. 9.6 KM 2242917.4 |
 RJ1131|---------------------------------------------------------------------|
 RJ1131
 RJ1131                          SUPERSEDED SURVEY CONTROL
 RJ1131
 RJ1131  NAD 27      -  46 32 00.53600(N)    084 35 19.70100(W) AD(       ) 3
 RJ1131  USSD        -  46 32 01.25000(N)    084 35 18.96000(W) AD(       ) 3
 RJ1131
 RJ1131.Superseded values are not recommended for survey control.
 RJ1131
 RJ1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1131.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1131
 RJ1131_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ1131_SETTING: 66 = SET IN ROCK OUTCROP
 RJ1131_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RJ1131+STABILITY: POSITION/ELEVATION WELL
 RJ1131
 RJ1131  HISTORY     - Date     Condition        Report By
 RJ1131  HISTORY     - 1893     MONUMENTED       USLS
 RJ1131  HISTORY     - 1943     GOOD             IBC
 RJ1131  HISTORY     - 1968     GOOD             USACE
 RJ1131
 RJ1131                          STATION DESCRIPTION
 RJ1131
 RJ1131'DESCRIBED BY US LAKE SURVEY 1893
 RJ1131'ON ROCK BLUFF ON W EDGE OF GROS CAP MOUNTAIN AND ABOUT 1/3 MILE N
 RJ1131'OF GROS CAP(CAPE) ON E SHORE OF WHITEFISH BAY, ABOUT 8 MILES NW
 RJ1131'OF SOURCE OF ST MARYS RIVER.  ON SECOND BENCH ABOUT 150 FEET BACK
 RJ1131'OF EDGE OF CLIFF AND 40 FEET ABOVE IT ON BARE ROCK LEDGE, 300
 RJ1131'FEET ABOVE LAKE LEVEL.  STATION IS IN SLIGHT DEPRESSION IN ROCK
 RJ1131'LEDGE.
 RJ1131'
 RJ1131'STATION MARK IS 1/2-INCH DRILL HOLE 1-1/2 INCHES DEEP.
 RJ1131
 RJ1131                          STATION RECOVERY (1943)
 RJ1131
 RJ1131'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ1131'AN IBC DISK WAS SET IN ORIGINAL DRILL HOLE.
 RJ1131
 RJ1131                          STATION RECOVERY (1968)
 RJ1131
 RJ1131'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1968
 RJ1131'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 OG1029 ***********************************************************************
 OG1029  DESIGNATION -  SPRUCE
 OG1029  PID         -  OG1029
 OG1029  STATE/COUNTY-  ON/NIAGARA
 OG1029  COUNTRY     -  CANADA
 OG1029  NTS MAPSHEET-  NIAGARA (2020)
 OG1029
 OG1029                         *CURRENT SURVEY CONTROL
 OG1029  ______________________________________________________________________
 OG1029* NAD 83(1996) POSITION- 43 02 18.39851(N) 079 01 01.74770(W)   ADJUSTED
 OG1029* NAVD 88 ORTHO HEIGHT -   173.    (meters)      568.    (feet) SCALED
 OG1029  ______________________________________________________________________
 OG1029  GEOID HEIGHT    -        -36.221 (meters)                     EGM08
 OG1029  HORZ ORDER      -  SECOND
 OG1029
 OG1029.The positional and height information provided upon this datasheet are not
 OG1029.officially recognized by the Government of Canada, provincial governments
 OG1029.within Canada, nor are they intended to replace or substitute for them.
 OG1029.The intent of sharing this data is to allow access to positions or heights
 OG1029.recognized by the United States Government. Passive control that is used by
 OG1029.both nations may share the same or similar designations or descriptions but
 OG1029.do not share official positions or heights. The 'Station Description' may
 OG1029.originate from a Canadian 'Station Report' and if so contains information
 OG1029.licensed under the 'Open Government License - Canada'.
 OG1029
 OG1029.The horizontal coordinates were established by classical geodetic methods
 OG1029.and adjusted by the National Geodetic Survey in January 1999.
 OG1029
 OG1029.The orthometric height was scaled from a topographic map.
 OG1029
 OG1029.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG1029
 OG1029.Click photographs - Photos may exist for this station.
 OG1029
 OG1029. The following values were computed from the NAD 83(1996) position.
 OG1029
 OG1029;                    North         East     Units Scale Factor Converg.
 OG1029;UTM  17      - 4,766,991.827   661,520.125   MT  0.99992095   +1 21 12.8
 OG1029
 OG1029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG1029!UTM  17      -   0.99997858  x   0.99992095  =   0.99989953
 OG1029
 OG1029:                Primary Azimuth Mark                     Grid Az
 OG1029:UTM  17      -  REF MON 23 67 IBC                        052 25 07.7
 OG1029
 OG1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH6152066991(NAD 83)
 OG1029
 OG1029|---------------------------------------------------------------------|
 OG1029| PID    Reference Object                     Distance      Geod. Az  |
 OG1029|                                                           dddmmss.s |
 OG1029| OG0924 REF MON 23 67 IBC                   APPROX. 1.5 KM 0534620.5 |
 OG1029| OG0923 GRAND IS BARN WEST CUPOLA           APPROX. 1.5 KM 0603520.0 |
 OG1029| CZ9857 SPRUCE RM 1                           6.797 METERS 19627     |
 OG1029| CZ9858 SPRUCE RM 2                          12.716 METERS 29249     |
 OG1029|---------------------------------------------------------------------|
 OG1029
 OG1029                          SUPERSEDED SURVEY CONTROL
 OG1029
 OG1029  NAD 83(1986)-  43 02 18.40428(N)    079 01 01.74557(W) AD(       ) 2
 OG1029  NAD 27      -  43 02 18.19802(N)    079 01 02.59078(W) AD(       ) 2
 OG1029
 OG1029.Superseded values are not recommended for survey control.
 OG1029
 OG1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG1029.See file dsdata.pdf to determine how the superseded data were derived.
 OG1029
 OG1029_MARKER: B = BOLT
 OG1029_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OG1029
 OG1029  HISTORY     - Date     Condition        Report By
 OG1029  HISTORY     - 1909     MONUMENTED       IWC
 OG1029  HISTORY     - 1973     GOOD             IBC
 OG1029
 OG1029                          STATION DESCRIPTION
 OG1029
 OG1029'DESCRIBED BY INTERNATIONAL WATERWAYS COMMISSION 1909 (GCB)
 OG1029'ON THE CANADIAN SIDE OF THE NIAGARA RIVER, ABOUT 2 MILES NORTH OF THE
 OG1029'VILLAGE OF CHIPPAWA.  THE STATION IS 0.3 MILE NORTH OF A SCHOOLHOUSE
 OG1029'AT A ROAD INTERSECTION AND OPPOSITE THE SOUTH END OF A ROW OF SPRUCE
 OG1029'TREES GROWING ALONG THE WEST SIDE OF QUEEN VICTORIA PARKWAY.  TWO OF
 OG1029'THESE TREES, DIRECTLY ACROSS THE PARKWAY FROM THE STATION, ARE
 OG1029'BLAZED.  THE STATION IS 18 FEET EAST OF THE CENTER OF THE PARKWAY, 3
 OG1029'FEET FROM THE RIVER BANK, 25 FEET FROM THE WATERS EDGE, AND 163 FEET
 OG1029'NORTH OF AN ARROW CUT ON A CONCRETE CULVERT.  IT IS ABOUT 4 FEET EAST
 OG1029'OF THE THIRD POST OF THE EAST GUARD RAIL OF THE PARKWAY, COUNTING
 OG1029'NORTH FROM THE SOUTHERN END OF THE GUARD RAIL.
 OG1029'
 OG1029'STATION MARK, A BRASS BOLT 3/8-INCH IN DIAMETER SET 6 INCHES BELOW
 OG1029'THE SURFACE OF THE GROUND IN THE TOP OF A CYLINDER OF CONCRETE.
 OG1029'THERE ARE TWO REFERENCES.  NO 1 IS A USLS STANDARD BRONZE - DISK
 OG1029'REFERENCE MARK SET, WITH THE ARROW POINTING TOWARD THE STATION, 2
 OG1029'INCHES ABOVE THE SURFACE OF THE GROUND IN THE TOP OF A CYLINDER OF
 OG1029'CONCRETE.  IT IS ON THE EAST SIDE OF THE PARKWAY AT THE SOUTH END OF
 OG1029'THE GUARD RAIL AND BEARS S - 23 DEGREES - W FROM THE STATION, DISTANT
 OG1029'22.30 FEET.  NO 2 IS A SIMILAR MARK SITUATED IN THE ROW OF SPRUCE
 OG1029'TREES ON THE WEST SIDE OF THE ROAD.  IT BEARS N - 60 DEGREES - W FROM
 OG1029'THE STATION, DISTANT 41.72 FEET.
 OG1029
 OG1029                          STATION RECOVERY (1973)
 OG1029
 OG1029'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1973 (CRM)
 OG1029'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  A NEW
 OG1029'DESCRIPTION FOLLOWS.
 OG1029'
 OG1029'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF CHIPPAWA, ONTARIO
 OG1029'AND ON NIAGARA PARKS COMMISSION PROPERTY.
 OG1029'
 OG1029'TO REACH THE STATION FROM THE BRIDGE OVER USSHERS CREEK ON THE
 OG1029'QUEEN VICTORIA PARK BOULEVARD, THIS IS ABOUT 2 MILES, BY ROAD, SOUTH
 OG1029'OF CHIPPAWA, GO SOUTHEAST AND SOUTH ON THE BOULEVARD FOR 1.0 MILE
 OG1029'TO THE SOUTH END OF A GUARDRAIL AND THE STATION ON THE LEFT.
 OG1029'
 OG1029'THE STATION MARK IS A 3/8-INCH IN DIAMETER BRASS BOLT SET IN THE
 OG1029'TOP OF A CYLINDRICAL, CONCRETE POST THAT IS 6 INCHES BELOW THE
 OG1029'SURFACE OF THE GROUND.  IT IS 163 FEET NORTH OF A CHISELED ARROW IN
 OG1029'A CONCRETE CULVERT THAT IS BELOW THE RIVER BANK, 26 FEET
 OG1029'NORTH - NORTHEAST OF A BLAZED ELM TREE THAT IS AT THE SOUTH END OF
 OG1029'THE GUARD RAIL, 20 FEET EAST - SOUTHEAST OF THE CENTER OF THE
 OG1029'BOULEVARD, 6 FEET WEST OF THE RIVER BANK, AND 4.2 FEET NORTHEAST OF
 OG1029'THE THIRD POST FROM THE SOUTH END OF THE GUARD RAIL.
 OG1029'
 OG1029'REFERENCE MARK 1, STAMPED NO 1 SPRUCE 1909, IS A BRONZE, US LAKE
 OG1029'SURVEY REFERENCE MARK DISK SET IN THE TOP OF A CYLINDRICAL, CONCRETE
 OG1029'POST THAT IS 5 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS
 OG1029'140 FEET NORTH OF THE CHISELED ARROW IN THE CONCRETE CULVERT, 19 FEET
 OG1029'EAST - SOUTHEAST OF THE CENTER OF THE BOULEVARD, 4 FEET
 OG1029'NORTH - NORTHWEST OF THE BLAZED ELM TREE, AND 2.8 FEET
 OG1029'EAST - SOUTHEAST OF THE MOST SOUTHERLY POST OF THE GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 AH5421 ***********************************************************************
 AH5421  DESIGNATION -  ST JOE ML N SILO
 AH5421  PID         -  AH5421
 AH5421  STATE/COUNTY-  ON/ALGOMA
 AH5421  COUNTRY     -  CANADA
 AH5421  NTS MAPSHEET-  MUNUSCONG LAKE (2020)
 AH5421
 AH5421                         *CURRENT SURVEY CONTROL
 AH5421  ______________________________________________________________________
 AH5421* NAD 83(1994) POSITION- 46 12 44.04477(N) 084 03 39.92482(W)   ADJUSTED
 AH5421* NAVD 88 ORTHO HEIGHT -   212.    (meters)      696.    (feet) SCALED
 AH5421  ______________________________________________________________________
 AH5421  GEOID HEIGHT    -        -37.060 (meters)                     EGM08
 AH5421  HORZ ORDER      -  THIRD
 AH5421
 AH5421.The positional and height information provided upon this datasheet are not
 AH5421.officially recognized by the Government of Canada, provincial governments
 AH5421.within Canada, nor are they intended to replace or substitute for them.
 AH5421.The intent of sharing this data is to allow access to positions or heights
 AH5421.recognized by the United States Government. Passive control that is used by
 AH5421.both nations may share the same or similar designations or descriptions but
 AH5421.do not share official positions or heights. The 'Station Description' may
 AH5421.originate from a Canadian 'Station Report' and if so contains information
 AH5421.licensed under the 'Open Government License - Canada'.
 AH5421
 AH5421.The horizontal coordinates were established by classical geodetic methods
 AH5421.and adjusted by the National Geodetic Survey in November 1998.
 AH5421
 AH5421.The orthometric height was scaled from a topographic map.
 AH5421
 AH5421.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH5421
 AH5421.Click photographs - Photos may exist for this station.
 AH5421
 AH5421. The following values were computed from the NAD 83(1994) position.
 AH5421
 AH5421;                    North         East     Units Scale Factor Converg.
 AH5421;UTM  16      - 5,121,827.572   726,690.850   MT  1.00023175   +2 07 21.1
 AH5421;UTM  17      - 5,122,184.115   263,885.208   MT  1.00028538   -2 12 39.0
 AH5421
 AH5421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5421!UTM  16      -   0.99997259  x   1.00023175  =   1.00020433
 AH5421!UTM  17      -   0.99997259  x   1.00028538  =   1.00025796
 AH5421
 AH5421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2669021827(NAD 83)
 AH5421
 AH5421                          SUPERSEDED SURVEY CONTROL
 AH5421
 AH5421.No superseded survey control is available for this station.
 AH5421
 AH5421_MARKER: 64 = SILO
 AH5421
 AH5421  HISTORY     - Date     Condition        Report By
 AH5421  HISTORY     - 1988     FIRST OBSERVED   NOS
 AH5421
 AH5421                          STATION DESCRIPTION
 AH5421
 AH5421'DESCRIBED BY NATIONAL OCEAN SERVICE 1988 (PBW)
 AH5421'THE STATION IS LOCATED ON THE WESTERN PART OF ST JOSEPH ISLAND ONTARIO
 AH5421'AND IS THE MOST NORTHERLY AND PROMINENT OF TWO SILOS IN THE AREA.
 AH5421'TO REACH THE STATION TAKE ONTARIO HIGHWAY 548 TO THE WESTERN PART OF
 AH5421'ST JOSEPH ISLAND AND THE SILO JUST SOUTH OF THE BRIDGE OVER TWO TREE
 AH5421'RIVER.
 AH5421'THE POINT INTERSECTED WAS THE HIGHEST VERTICAL POINT OF THE SILO.
 AH5421'DESCRIBED BY P B WALBOLT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0824 ***********************************************************************
 RJ0824  DESIGNATION -  STE MARIE USLS 1893
 RJ0824  PID         -  RJ0824
 RJ0824  STATE/COUNTY-  ON/ALGOMA
 RJ0824  COUNTRY     -  CANADA
 RJ0824  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ0824
 RJ0824                         *CURRENT SURVEY CONTROL
 RJ0824  ______________________________________________________________________
 RJ0824* NAD 83(1986) POSITION- 46 31 04.65165(N) 084 17 52.44750(W)   ADJUSTED
 RJ0824* NAVD 88 ORTHO HEIGHT -   236.    (meters)      774.    (feet) SCALED
 RJ0824  ______________________________________________________________________
 RJ0824  GEOID HEIGHT    -        -37.159 (meters)                     EGM08
 RJ0824  HORZ ORDER      -  FIRST
 RJ0824
 RJ0824.The positional and height information provided upon this datasheet are not
 RJ0824.officially recognized by the Government of Canada, provincial governments
 RJ0824.within Canada, nor are they intended to replace or substitute for them.
 RJ0824.The intent of sharing this data is to allow access to positions or heights
 RJ0824.recognized by the United States Government. Passive control that is used by
 RJ0824.both nations may share the same or similar designations or descriptions but
 RJ0824.do not share official positions or heights. The 'Station Description' may
 RJ0824.originate from a Canadian 'Station Report' and if so contains information
 RJ0824.licensed under the 'Open Government License - Canada'.
 RJ0824
 RJ0824.The horizontal coordinates were established by classical geodetic methods
 RJ0824.and adjusted by the National Geodetic Survey in July 1986.
 RJ0824
 RJ0824.The orthometric height was scaled from a topographic map.
 RJ0824
 RJ0824.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0824
 RJ0824.Click photographs - Photos may exist for this station.
 RJ0824
 RJ0824. The following values were computed from the NAD 83(1986) position.
 RJ0824
 RJ0824;                    North         East     Units Scale Factor Converg.
 RJ0824;UTM  16      - 5,155,146.390   707,264.820   MT  1.00012807   +1 57 40.7
 RJ0824
 RJ0824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0824!UTM  16      -   0.99996883  x   1.00012807  =   1.00009689
 RJ0824
 RJ0824:                Primary Azimuth Mark                     Grid Az
 RJ0824:UTM  16      -  RANKIN                                   037 49 04.0
 RJ0824
 RJ0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0726455146(NAD 83)
 RJ0824
 RJ0824|---------------------------------------------------------------------|
 RJ0824| PID    Reference Object                     Distance      Geod. Az  |
 RJ0824|                                                           dddmmss.s |
 RJ0824| RJ0762 RANKIN                              APPROX. 7.9 KM 0394644.7 |
 RJ0824|---------------------------------------------------------------------|
 RJ0824
 RJ0824                          SUPERSEDED SURVEY CONTROL
 RJ0824
 RJ0824  NAD 27      -  46 31 04.57300(N)    084 17 52.31500(W) AD(       ) 1
 RJ0824  USSD        -  46 31 05.29600(N)    084 17 51.56400(W) AD(       ) 3
 RJ0824
 RJ0824.Superseded values are not recommended for survey control.
 RJ0824
 RJ0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0824.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0824
 RJ0824_MARKER: Z = SEE DESCRIPTION
 RJ0824_SETTING: 0 = UNSPECIFIED SETTING
 RJ0824_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0824
 RJ0824  HISTORY     - Date     Condition        Report By
 RJ0824  HISTORY     - 1893     MONUMENTED       USLS
 RJ0824
 RJ0824                          STATION DESCRIPTION
 RJ0824
 RJ0824'DESCRIBED BY US LAKE SURVEY 1893
 RJ0824'IN SAULT STE. MARIE, IN CENTER OF CULTIVATED FIELD NEARLY NORTH OF
 RJ0824'DWELLING, ON PARK LOT NO.
 RJ0824'4, THIRD CONCESSION, STE. MARIE TOWNSHIP.  SURFACE MARK IS
 RJ0824'NAIL IN CENTER OF 4- BY 4-INCH
 RJ0824'POST SET 6 INCHES BELOW SURFACE OF GROUND.  UNDERGROUND
 RJ0824'MARK IS CROSS ON 3/8-INCH BRASS ROD IN TOP OF 18-
 RJ0824'BY 18- BY 6-INCH STONE POST
 RJ0824'WHICH IS SET WITH TOP 3-1/4 FEET BELOW SURFACE OF GROUND.  REFERENCE
 RJ0824'MARKS ARE CROSSES ON TOPS OF STONES
 RJ0824'2 FEET LONG WITH TOPS DRESSED TO 4 INCHES, AND LETTERS U.S. ON
 RJ0824'SIDES FACING STATION.  ONE IS IN
 RJ0824'FENCE LINE ON EAST SIDE OF FIELD, AND 736.5 FEET FROM
 RJ0824'STATION.  THE OTHER IS IN FENCE LINE ON EAST SIDE
 RJ0824'OF FIELD, AND 567.8 FEET FROM STATION.
 RJ0824'NAIL IN FOOT OF TRIPLE OAK TREE BEARS S. 25 DEG. 45 MIN. E. FROM
 RJ0824'STATION AT DISTANCE OF 47.8 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0852 ***********************************************************************
 RJ0852  DESIGNATION -  STEEL IBC 1943
 RJ0852  PID         -  RJ0852
 RJ0852  STATE/COUNTY-  ON/ALGOMA
 RJ0852  COUNTRY     -  CANADA
 RJ0852  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ0852
 RJ0852                         *CURRENT SURVEY CONTROL
 RJ0852  ______________________________________________________________________
 RJ0852* NAD 83(1986) POSITION- 46 30 50.54059(N) 084 22 26.74825(W)   ADJUSTED
 RJ0852* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0852  ______________________________________________________________________
 RJ0852  GEOID HEIGHT    -        -37.062 (meters)                     EGM08
 RJ0852  HORZ ORDER      -  THIRD
 RJ0852
 RJ0852.The positional and height information provided upon this datasheet are not
 RJ0852.officially recognized by the Government of Canada, provincial governments
 RJ0852.within Canada, nor are they intended to replace or substitute for them.
 RJ0852.The intent of sharing this data is to allow access to positions or heights
 RJ0852.recognized by the United States Government. Passive control that is used by
 RJ0852.both nations may share the same or similar designations or descriptions but
 RJ0852.do not share official positions or heights. The 'Station Description' may
 RJ0852.originate from a Canadian 'Station Report' and if so contains information
 RJ0852.licensed under the 'Open Government License - Canada'.
 RJ0852
 RJ0852.The horizontal coordinates were established by classical geodetic methods
 RJ0852.and adjusted by the National Geodetic Survey in July 1986.
 RJ0852
 RJ0852.The orthometric height was scaled from a topographic map.
 RJ0852
 RJ0852.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0852
 RJ0852.Click photographs - Photos may exist for this station.
 RJ0852
 RJ0852. The following values were computed from the NAD 83(1986) position.
 RJ0852
 RJ0852;                    North         East     Units Scale Factor Converg.
 RJ0852;UTM  16      - 5,154,513.553   701,435.007   MT  1.00009878   +1 54 21.0
 RJ0852
 RJ0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0852!UTM  16      -   0.99997821  x   1.00009878  =   1.00007699
 RJ0852
 RJ0852:                Primary Azimuth Mark                     Grid Az
 RJ0852:UTM  16      -  LOCK IBC 1943                            097 51 15.0
 RJ0852
 RJ0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0143554513(NAD 83)
 RJ0852
 RJ0852|---------------------------------------------------------------------|
 RJ0852| PID    Reference Object                     Distance      Geod. Az  |
 RJ0852|                                                           dddmmss.s |
 RJ0852| RJ0836 SAULT STE MARIE HS FLAG POLE        APPROX. 3.7 KM 0874901.5 |
 RJ0852| RJ0846 LOCK IBC 1943                       APPROX. 0.9 KM 0994536.0 |
 RJ0852| RJ1018 SAULT STE MARIE ST MARYS SPIRE      APPROX. 3.1 KM 1243805.3 |
 RJ0852| RJ1021 SAULT STE MARIE WATER TOWER         APPROX. 2.8 KM 1544900.4 |
 RJ0852| RJ1022 FORT BRADY CHAPEL SPIRE             APPROX. 2.8 KM 1553932.6 |
 RJ0852| RJ1057 CADILLAC S00 LUMBER CO CHIMNEY      APPROX. 2.9 KM 1870743.0 |
 RJ0852| RJ1059 NORTHWEST LEATHER COMPANY STK       APPROX. 3.2 KM 2061337.1 |
 RJ0852|---------------------------------------------------------------------|
 RJ0852
 RJ0852                          SUPERSEDED SURVEY CONTROL
 RJ0852
 RJ0852  NAD 27      -  46 30 50.46900(N)    084 22 26.59800(W) AD(       ) 3
 RJ0852
 RJ0852.Superseded values are not recommended for survey control.
 RJ0852
 RJ0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0852.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0852
 RJ0852_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0852_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ0852+WITH SETTING: PAVEMENT
 RJ0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0852+STABILITY: SURFACE MOTION
 RJ0852
 RJ0852  HISTORY     - Date     Condition        Report By
 RJ0852  HISTORY     - 1943     MONUMENTED       IBC
 RJ0852  HISTORY     - 1963     POOR             IBC
 RJ0852
 RJ0852                          STATION DESCRIPTION
 RJ0852
 RJ0852'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0852'ABOUT 3/4 MILE UPSTREAM FROM THE CANADIAN PACIFIC RAILWAY TRACK ON
 RJ0852'SW CORNER OF ALGOMA STEEL COMPANYS DOCK.  IT IS ON THE CORNER OF
 RJ0852'THE CONCRETE ABUTMENT OF THE DOCK, 3.87 FEET N OF THE INSIDE CORNER
 RJ0852'OF IRON COPING ABUTTING THE CONCRETE, 26.7 FEET SE OF SNUBBING
 RJ0852'POST, 37.32 FEET SW OF ANOTHER SNUBBING POST, AND 22.55 FEET S OF
 RJ0852'THE NEAREST CORNER OF CONCRETE BUMPER AT END OF SPUR TRACK.
 RJ0852'
 RJ0852'STATION MARK IS AN I B C STANDARD BRONZE - DISK STATION MARK
 RJ0852'COUNTERSUNK IN A DRILL HOLE FLUSH WITH THE TOP SURFACE OF THE
 RJ0852'CONCRETE ABUTMENT.
 RJ0852
 RJ0852                          STATION RECOVERY (1963)
 RJ0852
 RJ0852'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1963 (WMS)
 RJ0852'POSITION OF STATION COULD NOT BE VERIFIED.  MARK HAS PROBABLY BEEN
 RJ0852'DISTURBED.  RENAMED STEEL 2.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC1221 ***********************************************************************
 TC1221  DESIGNATION -  STEFFENSON
 TC1221  PID         -  TC1221
 TC1221  STATE/COUNTY-  ON/RAINY RIVER
 TC1221  COUNTRY     -  CANADA
 TC1221  NTS MAPSHEET-  PINEWOOD (2020)
 TC1221
 TC1221                         *CURRENT SURVEY CONTROL
 TC1221  ______________________________________________________________________
 TC1221* NAD 83(1996) POSITION- 48 42 45.28429(N) 094 24 12.61496(W)   ADJUSTED
 TC1221* NAVD 88 ORTHO HEIGHT -   329.    (meters)     1079.    (feet) SCALED
 TC1221  ______________________________________________________________________
 TC1221  GEOID HEIGHT    -        -29.197 (meters)                     EGM08
 TC1221  HORZ ORDER      -  THIRD
 TC1221
 TC1221.The positional and height information provided upon this datasheet are not
 TC1221.officially recognized by the Government of Canada, provincial governments
 TC1221.within Canada, nor are they intended to replace or substitute for them.
 TC1221.The intent of sharing this data is to allow access to positions or heights
 TC1221.recognized by the United States Government. Passive control that is used by
 TC1221.both nations may share the same or similar designations or descriptions but
 TC1221.do not share official positions or heights. The 'Station Description' may
 TC1221.originate from a Canadian 'Station Report' and if so contains information
 TC1221.licensed under the 'Open Government License - Canada'.
 TC1221
 TC1221.The horizontal coordinates were established by classical geodetic methods
 TC1221.and adjusted by the National Geodetic Survey in March 1999.
 TC1221
 TC1221.The orthometric height was scaled from a topographic map.
 TC1221
 TC1221.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1221
 TC1221.Click photographs - Photos may exist for this station.
 TC1221
 TC1221. The following values were computed from the NAD 83(1996) position.
 TC1221
 TC1221;                    North         East     Units Scale Factor Converg.
 TC1221;UTM  15      - 5,396,455.610   396,756.101   MT  0.99973095   -1 03 16.9
 TC1221
 TC1221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1221!UTM  15      -   0.99995296  x   0.99973095  =   0.99968392
 TC1221
 TC1221:                Primary Azimuth Mark                     Grid Az
 TC1221:UTM  15      -  BROAD                                    085 50 11.6
 TC1221
 TC1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP9675696455(NAD 83)
 TC1221
 TC1221|---------------------------------------------------------------------|
 TC1221| PID    Reference Object                     Distance      Geod. Az  |
 TC1221|                                                           dddmmss.s |
 TC1221| TC1222 STEFFENSON EAST BASE                252.161 METERS 08209     |
 TC1221| TC0850 BROAD                               APPROX. 0.7 KM 0844654.7 |
 TC1221| TC1215 SOUTH                               376.346 METERS 14912     |
 TC1221| TC0989 PITCH                               404.044 METERS 2062128.6 |
 TC1221|---------------------------------------------------------------------|
 TC1221
 TC1221                          SUPERSEDED SURVEY CONTROL
 TC1221
 TC1221  NAD 83(1986)-  48 42 45.26546(N)    094 24 12.60571(W) AD(       ) 3
 TC1221
 TC1221.Superseded values are not recommended for survey control.
 TC1221
 TC1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1221.See file dsdata.pdf to determine how the superseded data were derived.
 TC1221
 TC1221_MARKER: X = CHISELED CROSS
 TC1221_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 TC1221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TC1221
 TC1221  HISTORY     - Date     Condition        Report By
 TC1221  HISTORY     - 1914     MONUMENTED       IBC
 TC1221
 TC1221                          STATION DESCRIPTION
 TC1221
 TC1221'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC1221'ON THE NORTH BANK OF RAINY RIVER ABOUT 2-1/8 MILES EAST OF CLEMENTSON,
 TC1221'MINN.  THE STATION IS IN A PASTURE ABOUT 80 METERS FROM THE RIVER, 100
 TC1221'METERS NORTHEAST OF A HOUSE, 23 METERS WEST OF A FENCE CORNER, AND 6
 TC1221'METERS SOUTH OF THE TOP OF A RIDGE.
 TC1221'
 TC1221'STATION MARK--NO SURFACE MARK.  SUBSURFACE MARK IS A CROSS CUT IN A
 TC1221'STONE OVER A BALL OF WIRE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC1223 ***********************************************************************
 TC1223  DESIGNATION -  STEWART
 TC1223  PID         -  TC1223
 TC1223  STATE/COUNTY-  ON/RAINY RIVER
 TC1223  COUNTRY     -  CANADA
 TC1223  NTS MAPSHEET-  RAINY RIVER (2020)
 TC1223
 TC1223                         *CURRENT SURVEY CONTROL
 TC1223  ______________________________________________________________________
 TC1223* NAD 83(1996) POSITION- 48 42 06.58679(N) 094 30 50.85773(W)   ADJUSTED
 TC1223* NAVD 88 ORTHO HEIGHT -   329.    (meters)     1079.    (feet) SCALED
 TC1223  ______________________________________________________________________
 TC1223  GEOID HEIGHT    -        -29.045 (meters)                     EGM08
 TC1223  HORZ ORDER      -  THIRD
 TC1223
 TC1223.The positional and height information provided upon this datasheet are not
 TC1223.officially recognized by the Government of Canada, provincial governments
 TC1223.within Canada, nor are they intended to replace or substitute for them.
 TC1223.The intent of sharing this data is to allow access to positions or heights
 TC1223.recognized by the United States Government. Passive control that is used by
 TC1223.both nations may share the same or similar designations or descriptions but
 TC1223.do not share official positions or heights. The 'Station Description' may
 TC1223.originate from a Canadian 'Station Report' and if so contains information
 TC1223.licensed under the 'Open Government License - Canada'.
 TC1223
 TC1223.The horizontal coordinates were established by classical geodetic methods
 TC1223.and adjusted by the National Geodetic Survey in March 1999.
 TC1223
 TC1223.The orthometric height was scaled from a topographic map.
 TC1223
 TC1223.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1223
 TC1223.Click photographs - Photos may exist for this station.
 TC1223
 TC1223. The following values were computed from the NAD 83(1996) position.
 TC1223
 TC1223;                    North         East     Units Scale Factor Converg.
 TC1223;UTM  15      - 5,395,416.491   388,595.010   MT  0.99975248   -1 08 15.6
 TC1223
 TC1223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1223!UTM  15      -   0.99995294  x   0.99975248  =   0.99970543
 TC1223
 TC1223:                Primary Azimuth Mark                     Grid Az
 TC1223:UTM  15      -  PICNIC                                   094 09 56.3
 TC1223
 TC1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8859595416(NAD 83)
 TC1223
 TC1223|---------------------------------------------------------------------|
 TC1223| PID    Reference Object                     Distance      Geod. Az  |
 TC1223|                                                           dddmmss.s |
 TC1223| TC0985 PICNIC                              APPROX. 0.6 KM 0930140.7 |
 TC1223| TC1194 REF MON 97                          327.100 METERS 16047     |
 TC1223|---------------------------------------------------------------------|
 TC1223
 TC1223                          SUPERSEDED SURVEY CONTROL
 TC1223
 TC1223  NAD 83(1986)-  48 42 06.56827(N)    094 30 50.85488(W) AD(       ) 3
 TC1223
 TC1223.Superseded values are not recommended for survey control.
 TC1223
 TC1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1223.See file dsdata.pdf to determine how the superseded data were derived.
 TC1223
 TC1223_MARKER: X = CHISELED CROSS
 TC1223_SETTING: 80 = SET IN A BOULDER
 TC1223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1223+STABILITY: SURFACE MOTION
 TC1223
 TC1223  HISTORY     - Date     Condition        Report By
 TC1223  HISTORY     - 1914     MONUMENTED       IBC
 TC1223
 TC1223                          STATION DESCRIPTION
 TC1223
 TC1223'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC1223'ON THE NORTH BANK OF RAINY RIVER, ABOUT 2-3/4 MILES EAST OF THE TOWN
 TC1223'OF RAINY RIVER, ONTARIO, AND ABOUT 200 METERS EAST OF STEWARTS HOUSE
 TC1223'AND 280 METERS WEST OF THE MOUTH OF A CREEK.  THE STATION IS ABOUT 2
 TC1223'METERS ABOVE AND 6 METERS BACK FROM THE RIVERS EDGE.  A 3 - FOOT
 TC1223'BOULDER IS WEST - SOUTHWEST 23 METERS DISTANT, AND A LARGE ROCK IS
 TC1223'SOUTHWEST 5 METERS DISTANT FROM THE STATION.
 TC1223'
 TC1223'STATION MARK--A CROSS CUT IN A STONE.  SUBSURFACE MARK IS A BALL OF
 TC1223'WIRE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TB1002 ***********************************************************************
 TB1002  DESIGNATION -  STONE
 TB1002  PID         -  TB1002
 TB1002  STATE/COUNTY-  ON/RAINY RIVER
 TB1002  COUNTRY     -  CANADA
 TB1002  NTS MAPSHEET-  EMO (2020)
 TB1002
 TB1002                         *CURRENT SURVEY CONTROL
 TB1002  ______________________________________________________________________
 TB1002* NAD 83(1996) POSITION- 48 37 02.10328(N) 093 43 40.86678(W)   ADJUSTED
 TB1002* NAVD 88 ORTHO HEIGHT -   357.    (meters)     1171.    (feet) SCALED
 TB1002  ______________________________________________________________________
 TB1002  GEOID HEIGHT    -        -30.032 (meters)                     EGM08
 TB1002  HORZ ORDER      -  SECOND
 TB1002
 TB1002.The positional and height information provided upon this datasheet are not
 TB1002.officially recognized by the Government of Canada, provincial governments
 TB1002.within Canada, nor are they intended to replace or substitute for them.
 TB1002.The intent of sharing this data is to allow access to positions or heights
 TB1002.recognized by the United States Government. Passive control that is used by
 TB1002.both nations may share the same or similar designations or descriptions but
 TB1002.do not share official positions or heights. The 'Station Description' may
 TB1002.originate from a Canadian 'Station Report' and if so contains information
 TB1002.licensed under the 'Open Government License - Canada'.
 TB1002
 TB1002.The horizontal coordinates were established by classical geodetic methods
 TB1002.and adjusted by the National Geodetic Survey in March 1999.
 TB1002
 TB1002.The orthometric height was scaled from a topographic map.
 TB1002
 TB1002.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB1002
 TB1002.Click photographs - Photos may exist for this station.
 TB1002
 TB1002. The following values were computed from the NAD 83(1996) position.
 TB1002
 TB1002;                    North         East     Units Scale Factor Converg.
 TB1002;UTM  15      - 5,385,164.576   446,344.245   MT  0.99963537   -0 32 46.5
 TB1002
 TB1002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TB1002!UTM  15      -   0.99994870  x   0.99963537  =   0.99958409
 TB1002
 TB1002:                Primary Azimuth Mark                     Grid Az
 TB1002:UTM  15      -  STONE AZ MK                              273 16 34.8
 TB1002
 TB1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP4634485164(NAD 83)
 TB1002
 TB1002|---------------------------------------------------------------------|
 TB1002| PID    Reference Object                     Distance      Geod. Az  |
 TB1002|                                                           dddmmss.s |
 TB1002| TB1145 STONE RM 1                           22.283 METERS 14124     |
 TB1002| TB1144 STONE AZ MK                                        2724348.3 |
 TB1002| TB1004 STONE RM 2                           19.544 METERS 28809     |
 TB1002|---------------------------------------------------------------------|
 TB1002
 TB1002                          SUPERSEDED SURVEY CONTROL
 TB1002
 TB1002  NAD 83(1986)-  48 37 02.08988(N)    093 43 40.87418(W) AD(       ) 2
 TB1002  NAD 27      -  48 37 02.26146(N)    093 43 40.28870(W) AD(       ) 2
 TB1002  USSD        -  48 37 02.89300(N)    093 43 39.91300(W) AD(       ) 3
 TB1002
 TB1002.Superseded values are not recommended for survey control.
 TB1002
 TB1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB1002.See file dsdata.pdf to determine how the superseded data were derived.
 TB1002
 TB1002_MARKER: DS = TRIANGULATION STATION DISK
 TB1002_SETTING: 66 = SET IN ROCK OUTCROP
 TB1002
 TB1002  HISTORY     - Date     Condition        Report By
 TB1002  HISTORY     - 1923     MONUMENTED       CGS
 TB1002  HISTORY     - 1967     GOOD             CGS
 TB1002
 TB1002                          STATION DESCRIPTION
 TB1002
 TB1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (CMD)
 TB1002'ABOUT 6-1/3 MILES EAST OF EMO, 546 METERS (1,791 FEET) EAST
 TB1002'OF MILEPOST 104 OF CANADIAN NATIONAL RAILWAY, ON HILL NEAR
 TB1002'BISHOPS FARM, AND 9.12 METERS (29.9 FEET) NORTH OF SOUTH RAIL.
 TB1002'MARKED BY STANDARD STATION DISK IN ROCK.  REFERENCE
 TB1002'MARK IS STANDARD REFERENCE DISK IN ROCK, 22.26 METERS
 TB1002'(73.0 FEET) FROM STATION.
 TB1002
 TB1002                          STATION RECOVERY (1967)
 TB1002
 TB1002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LMC)
 TB1002'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND
 TB1002'TO BE IN GOOD CONDITION.  A NEW AZIMUTH MARK AND REFERENCE MARK
 TB1002'2 WERE ESTABLISHED AT THIS TIME.  THE TOWER HAD TO BE BUILT OVER
 TB1002'R.M. NO. 2 BECAUSE THE STATION MARK WAS TOO CLOSE TO A RAILROAD
 TB1002'TRACK.
 TB1002'
 TB1002'DUE TO THE CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 TB1002'
 TB1002'THE STATION IS LOCATED ABOUT 6 MILES EAST OF EMO, 2 MILES WEST
 TB1002'OF DEVLIN, 1 MILE SOUTH OF KINGS HIGHWAYS 11 AND 71 AND ON
 TB1002'THE NORTH RIGHT-OF-WAY OF THE CANADIAN NATIONAL RAILROAD.
 TB1002'
 TB1002'TO REACH THE STATION FROM THE JUNCTION OF KINGS HIGHWAYS 11 AND
 TB1002'71 AND ONTARIO HIGHWAY 613 IN DEVLIN, GO WEST ON HIGHWAYS 11
 TB1002'AND 71 FOR 3.85 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 TB1002'SOUTH, EAST AND SOUTH ON A TRACK ROAD FOR 0.7 MILE TO A SIDE ROAD
 TB1002'LEFT.  CONTINUE SOUTH ON THE TRACK ROAD FOR 0.45 MILE TO WHERE
 TB1002'THE MAIN TRACK ROAD TURNS LEFT AND A DIM TRACK ROAD CONTINUES
 TB1002'AHEAD.  (TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE
 TB1002'AHEAD ON THE DIM TRACK ROAD FOR 0.2 MILE TO A RAILROAD TRACK AND
 TB1002'THE MARK ON THE SOUTH SIDE OF THE TRACK.) TURN LEFT AND GO
 TB1002'EAST AND SOUTH ON THE TRACK ROAD FOR 0.7 MILE TO AN ABANDONED
 TB1002'SHACK, A 20 FOOT TRIPOD AND A DIM FIELD ROAD RIGHT.  TURN
 TB1002'RIGHT AND GO WEST AND SOUTH ON THE DIM FIELD ROAD FOR 0.15
 TB1002'MILE TO THE STATION ON THE NORTH SIDE OF THE RAILROAD
 TB1002'TRACK.
 TB1002'
 TB1002'STATION MARK, STAMPED STONE 1923 IS A STANDARD DISK SET IN A
 TB1002'DRILL HOLE IN AN OUTCROPPING OF BEDROCK WHICH PROJECTS 7 FEET.
 TB1002'IT IS 90 FEET NORTHWEST OF POWER POLE NUMBER 4220, 25.5 FEET
 TB1002'NORTH OF THE NORTH RAIL OF THE RAILROAD TRACK AND 23 FEET SOUTH
 TB1002'OF A FENCE LINE.
 TB1002'
 TB1002'R.M. NO. 1, STAMPED STONE NO 1 1923 IS A STANDARD DISK SET IN A
 TB1002'DRILL HOLE IN AN OUTCROPPING OF BEDROCK WHICH PROJECTS 1 FOOT.
 TB1002'IT IS 23.9 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACK,
 TB1002'23.8 FEET NORTH OF A FENCE LINE AND 17 FEET NORTHWEST OF POWER
 TB1002'POLE NUMBER 4220.
 TB1002'
 TB1002'R.M. NO. 2, STAMPED STONE NO 2 1923 1967 IS A STANDARD DISK SET
 TB1002'IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.
 TB1002'IT IS 40.6 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACK,
 TB1002'7.5 FEET SOUTH OF A FENCE LINE AND 2.4 FEET SOUTH OF A METAL
 TB1002'WITNESS POST.
 TB1002'
 TB1002'AZIMUTH MARK, STAMPED STONE 1923 1967 IS A STANDARD DISK SET IN
 TB1002'THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.
 TB1002'IT IS 36.6 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACK,
 TB1002'1.8 FEET NORTHWEST OF A METAL WITNESS POST AND 1.6 FEET EAST
 TB1002'OF A POWER POLE.
 TB1002'
 TB1002'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TB1004 ***********************************************************************
 TB1004  DESIGNATION -  STONE RM 2
 TB1004  PID         -  TB1004
 TB1004  STATE/COUNTY-  ON/RAINY RIVER
 TB1004  COUNTRY     -  CANADA
 TB1004  NTS MAPSHEET-  EMO (2020)
 TB1004
 TB1004                         *CURRENT SURVEY CONTROL
 TB1004  ______________________________________________________________________
 TB1004* NAD 83(1996) POSITION- 48 37 02.30032(N) 093 43 41.77359(W)   ADJUSTED
 TB1004* NAVD 88 ORTHO HEIGHT -   351.    (meters)     1152.    (feet) SCALED
 TB1004  ______________________________________________________________________
 TB1004  GEOID HEIGHT    -        -30.031 (meters)                     EGM08
 TB1004  HORZ ORDER      -  FIRST
 TB1004
 TB1004.The positional and height information provided upon this datasheet are not
 TB1004.officially recognized by the Government of Canada, provincial governments
 TB1004.within Canada, nor are they intended to replace or substitute for them.
 TB1004.The intent of sharing this data is to allow access to positions or heights
 TB1004.recognized by the United States Government. Passive control that is used by
 TB1004.both nations may share the same or similar designations or descriptions but
 TB1004.do not share official positions or heights. The 'Station Description' may
 TB1004.originate from a Canadian 'Station Report' and if so contains information
 TB1004.licensed under the 'Open Government License - Canada'.
 TB1004
 TB1004.The horizontal coordinates were established by classical geodetic methods
 TB1004.and adjusted by the National Geodetic Survey in March 1999.
 TB1004
 TB1004.The orthometric height was scaled from a topographic map.
 TB1004
 TB1004.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB1004
 TB1004.Click photographs - Photos may exist for this station.
 TB1004
 TB1004. The following values were computed from the NAD 83(1996) position.
 TB1004
 TB1004;                    North         East     Units Scale Factor Converg.
 TB1004;UTM  15      - 5,385,170.837   446,325.739   MT  0.99963539   -0 32 47.2
 TB1004
 TB1004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TB1004!UTM  15      -   0.99994964  x   0.99963539  =   0.99958505
 TB1004
 TB1004:                Primary Azimuth Mark                     Grid Az
 TB1004:UTM  15      -  STONE AZ MK                              272 55 04.1
 TB1004
 TB1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP4632585170(NAD 83)
 TB1004
 TB1004|---------------------------------------------------------------------|
 TB1004| PID    Reference Object                     Distance      Geod. Az  |
 TB1004|                                                           dddmmss.s |
 TB1004| TB1002 STONE                                19.544 METERS 10809     |
 TB1004| TB1145 STONE RM 1                           40.081 METERS 12553     |
 TB1004| TB1144 STONE AZ MK                                        2722216.9 |
 TB1004|---------------------------------------------------------------------|
 TB1004
 TB1004                          SUPERSEDED SURVEY CONTROL
 TB1004
 TB1004  NAD 83(1986)-  48 37 02.28687(N)    093 43 41.78076(W) AD(       ) 1
 TB1004  NAD 27      -  48 37 02.45847(N)    093 43 41.19551(W) AD(       ) 1
 TB1004
 TB1004.Superseded values are not recommended for survey control.
 TB1004
 TB1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB1004.See file dsdata.pdf to determine how the superseded data were derived.
 TB1004
 TB1004_MARKER: DR = REFERENCE MARK DISK
 TB1004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TB1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TB1004+STABILITY: SURFACE MOTION
 TB1004
 TB1004  HISTORY     - Date     Condition        Report By
 TB1004  HISTORY     - 1967     MONUMENTED       CGS
 TB1004
 TB1004                          STATION DESCRIPTION
 TB1004
 TB1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 TB1004'THE STATION IS LOCATED ABOUT 6 MILES EAST OF EMO, 2 MILES WEST OF
 TB1004'DEVLIN, 1 MILE SOUTH OF KINGS HIGHWAYS 11 AND 71 AND ON THE NORTH
 TB1004'RIGHT-OF-WAY OF THE CANADIAN NATIONAL RAILROAD.
 TB1004'
 TB1004'TO REACH THE STATION FROM THE JUNCTION OF KINGS HIGHWAYS 11 AND 71
 TB1004'AND ONTARIO HIGHWAY 613 IN DEVLIN, GO WEST ON HIGHWAYS 11 AND 71
 TB1004'FOR 3.85 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH, EAST
 TB1004'AND SOUTH ON A TRACK ROAD FOR 0.7 MILE TO A SIDE ROAD
 TB1004'LEFT.  CONTINUE SOUTH ON THE TRACK ROAD FOR 0.45 MILE TO WHERE
 TB1004'THE MAIN TRACK ROAD TURNS LEFT AND A DIM TRACK ROAD CONTINUES
 TB1004'AHEAD.  (TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE
 TB1004'AHEAD ON THE DIM TRACK ROAD FOR 0.2 MILE TO A RAILROAD TRACK AND
 TB1004'THE MARK ON THE SOUTH SIDE OF THE TRACK.) TURN LEFT AND GO EAST
 TB1004'AND SOUTH ON THE TRACK ROAD FOR 0.7 MILE TO AN ABANDONED SHACK,
 TB1004'A 20 FOOT TRIPOD AND A DIM FIELD ROAD RIGHT.  TURN RIGHT AND
 TB1004'GO WEST AND SOUTH ON THE DIM FIELD ROAD FOR 0.15 MILE TO THE
 TB1004'STATION ON THE NORTH SIDE OF THE RAILROAD TRACK.
 TB1004'
 TB1004'STATION MARK, STAMPED STONE NO 2 1923 1967 IS A STANDARD REFERENCE
 TB1004'MARK DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 TB1004'5 INCHES.  IT IS 40.6 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD
 TB1004'TRACK, 7.5 FEET SOUTH OF A FENCE LINE AND 2.4 FEET SOUTH OF A
 TB1004'METAL WITNESS POST.
 TB1004'
 TB1004'STONE 1923, STAMPED STONE 1923 IS A STANDARD DISK SET IN A DRILL
 TB1004'HOLE IN AN OUTCROPPING OF BEDROCK WHICH PROJECTS 7 FEET.  IT IS 90
 TB1004'FEET NORTHWEST OF POWER POLE NUMBER 4220, 25.5 FEET NORTH OF THE
 TB1004'NORTH RAIL OF THE RAILROAD TRACK AND 23 FEET SOUTH OF A FENCE
 TB1004'LINE.
 TB1004'
 TB1004'R.M. NO. 1, STAMPED STONE NO 1 1923 IS A STANDARD DISK SET IN A
 TB1004'DRILL HOLE IN AN OUTCROPPING OF BEDROCK WHICH PROJECTS 1 FOOT.  IT
 TB1004'IS 23.9 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACK, 23.8
 TB1004'FEET NORTH OF A FENCE LINE AND 17 FEET NORTHWEST OF POWER POLE
 TB1004'NUMBER 4220.
 TB1004'
 TB1004'AZIMUTH MARK, STAMPED STONE 1923 1967 IS A STANDARD DISK SET IN
 TB1004'THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS
 TB1004'36.6 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACK, 1.8 FEET
 TB1004'NORTHWEST OF A METAL WITNESS POST AND 1.6 FEET EAST OF A POWER
 TB1004'POLE.
 TB1004'
 TB1004'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0544 ***********************************************************************
 TC0544  DESIGNATION -  STRATTON
 TC0544  PID         -  TC0544
 TC0544  STATE/COUNTY-  ON/RAINY RIVER
 TC0544  COUNTRY     -  CANADA
 TC0544  NTS MAPSHEET-  PINEWOOD (2020)
 TC0544
 TC0544                         *CURRENT SURVEY CONTROL
 TC0544  ______________________________________________________________________
 TC0544* NAD 83(1996) POSITION- 48 42 06.41535(N) 094 10 01.75607(W)   ADJUSTED
 TC0544* NAVD 88 ORTHO HEIGHT -   364.    (meters)     1194.    (feet) SCALED
 TC0544  ______________________________________________________________________
 TC0544  GEOID HEIGHT    -        -29.541 (meters)                     EGM08
 TC0544  HORZ ORDER      -  FIRST
 TC0544
 TC0544.The positional and height information provided upon this datasheet are not
 TC0544.officially recognized by the Government of Canada, provincial governments
 TC0544.within Canada, nor are they intended to replace or substitute for them.
 TC0544.The intent of sharing this data is to allow access to positions or heights
 TC0544.recognized by the United States Government. Passive control that is used by
 TC0544.both nations may share the same or similar designations or descriptions but
 TC0544.do not share official positions or heights. The 'Station Description' may
 TC0544.originate from a Canadian 'Station Report' and if so contains information
 TC0544.licensed under the 'Open Government License - Canada'.
 TC0544
 TC0544.The horizontal coordinates were established by classical geodetic methods
 TC0544.and adjusted by the National Geodetic Survey in March 1999.
 TC0544
 TC0544.The orthometric height was scaled from a topographic map.
 TC0544
 TC0544.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0544
 TC0544.Click photographs - Photos may exist for this station.
 TC0544
 TC0544. The following values were computed from the NAD 83(1996) position.
 TC0544
 TC0544;                    North         East     Units Scale Factor Converg.
 TC0544;UTM  15      - 5,394,962.344   414,123.633   MT  0.99969060   -0 52 36.9
 TC0544
 TC0544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0544!UTM  15      -   0.99994753  x   0.99969060  =   0.99963814
 TC0544
 TC0544:                Primary Azimuth Mark                     Grid Az
 TC0544:UTM  15      -  PARTRIDGE                                068 42 13.6
 TC0544
 TC0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP1412394962(NAD 83)
 TC0544
 TC0544|---------------------------------------------------------------------|
 TC0544| PID    Reference Object                     Distance      Geod. Az  |
 TC0544|                                                           dddmmss.s |
 TC0544| TC0541 PARTRIDGE                           APPROX. 6.0 KM 0674936.7 |
 TC0544|---------------------------------------------------------------------|
 TC0544
 TC0544                          SUPERSEDED SURVEY CONTROL
 TC0544
 TC0544  NAD 83(1986)-  48 42 06.39846(N)    094 10 01.74946(W) AD(       ) 1
 TC0544
 TC0544.Superseded values are not recommended for survey control.
 TC0544
 TC0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0544.See file dsdata.pdf to determine how the superseded data were derived.
 TC0544
 TC0544_MARKER: DD = SURVEY DISK
 TC0544_SETTING: 80 = SET IN A BOULDER
 TC0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0544+STABILITY: SURFACE MOTION
 TC0544
 TC0544  HISTORY     - Date     Condition        Report By
 TC0544  HISTORY     - 1913     MONUMENTED       IBC
 TC0544
 TC0544                          STATION DESCRIPTION
 TC0544
 TC0544'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (CHS)
 TC0544'ON THE NORTH SIDE OF RAINY RIVER, ON THE SUMMIT OF A RIDGE ABOUT 1-1/4
 TC0544'MILES NORTH OF STRATTON, ONTARIO, AND ONE - FOURTH MILE WEST OF A
 TC0544'ROAD.  THE STATION IS IN THE NORTHEAST QUARTER OF SECTION 22, MORLEY
 TC0544'TOWNSHIP.  IT IS ON A ROCKY MOUND ON THE SOUTH SIDE OF A LUMBER ROAD
 TC0544'RUNNING TO THE NORTHWEST.
 TC0544'
 TC0544'STATION MARK--A BRONZE DISK SET IN A ROCK 8 BY 8 BY 20 INCHES.  A
 TC0544'45 - FOOT TOWER WAS ERECTED OVER THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC1226 ***********************************************************************
 TC1226  DESIGNATION -  STRAW
 TC1226  PID         -  TC1226
 TC1226  STATE/COUNTY-  ON/RAINY RIVER
 TC1226  COUNTRY     -  CANADA
 TC1226  NTS MAPSHEET-  PINEWOOD (2020)
 TC1226
 TC1226                         *CURRENT SURVEY CONTROL
 TC1226  ______________________________________________________________________
 TC1226* NAD 83(1996) POSITION- 48 42 38.88655(N) 094 22 34.78503(W)   ADJUSTED
 TC1226* NAVD 88 ORTHO HEIGHT -   332.    (meters)     1089.    (feet) SCALED
 TC1226  ______________________________________________________________________
 TC1226  GEOID HEIGHT    -        -29.237 (meters)                     EGM08
 TC1226  HORZ ORDER      -  THIRD
 TC1226
 TC1226.The positional and height information provided upon this datasheet are not
 TC1226.officially recognized by the Government of Canada, provincial governments
 TC1226.within Canada, nor are they intended to replace or substitute for them.
 TC1226.The intent of sharing this data is to allow access to positions or heights
 TC1226.recognized by the United States Government. Passive control that is used by
 TC1226.both nations may share the same or similar designations or descriptions but
 TC1226.do not share official positions or heights. The 'Station Description' may
 TC1226.originate from a Canadian 'Station Report' and if so contains information
 TC1226.licensed under the 'Open Government License - Canada'.
 TC1226
 TC1226.The horizontal coordinates were established by classical geodetic methods
 TC1226.and adjusted by the National Geodetic Survey in March 1999.
 TC1226
 TC1226.The orthometric height was scaled from a topographic map.
 TC1226
 TC1226.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1226
 TC1226.Click photographs - Photos may exist for this station.
 TC1226
 TC1226. The following values were computed from the NAD 83(1996) position.
 TC1226
 TC1226;                    North         East     Units Scale Factor Converg.
 TC1226;UTM  15      - 5,396,221.625   398,751.518   MT  0.99972594   -1 02 03.3
 TC1226
 TC1226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1226!UTM  15      -   0.99995250  x   0.99972594  =   0.99967845
 TC1226
 TC1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP9875196221(NAD 83)
 TC1226
 TC1226|---------------------------------------------------------------------|
 TC1226| PID    Reference Object                     Distance      Geod. Az  |
 TC1226|                                                           dddmmss.s |
 TC1226| TC0923 HORSE                               257.611 METERS 11807     |
 TC1226| TC1240 TRAP                                375.616 METERS 16755     |
 TC1226| TC1199 ROBINSON                            370.164 METERS 25346     |
 TC1226|---------------------------------------------------------------------|
 TC1226
 TC1226                          SUPERSEDED SURVEY CONTROL
 TC1226
 TC1226  NAD 83(1986)-  48 42 38.86801(N)    094 22 34.77574(W) AD(       ) 3
 TC1226
 TC1226.Superseded values are not recommended for survey control.
 TC1226
 TC1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1226.See file dsdata.pdf to determine how the superseded data were derived.
 TC1226
 TC1226_MARKER: X = CHISELED CROSS
 TC1226_SETTING: 80 = SET IN A BOULDER
 TC1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1226+STABILITY: SURFACE MOTION
 TC1226
 TC1226  HISTORY     - Date     Condition        Report By
 TC1226  HISTORY     - 1914     MONUMENTED       IBC
 TC1226
 TC1226                          STATION DESCRIPTION
 TC1226
 TC1226'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC1226'ON THE NORTH SHORE OF RAINY RIVER ABOUT 3-1/4 MILES EAST OF
 TC1226'CLEMENTSON, MINN.  THE STATION IS ABOUT 9 METERS ABOVE AND 15 METERS
 TC1226'BACK FROM THE RIVERS EDGE, ON A SMALL POINT OF BANK OPPOSITE THE WEST
 TC1226'END OF A BOOM.  IT IS ABOUT 300 METERS EAST OF THE MOUTH OF BUDROW
 TC1226'CREEK.
 TC1226'
 TC1226'STATION MARK--A CROSS CUT IN A STONE.  SUBSURFACE MARK IS A BALL OF
 TC1226'WIRE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1375 ***********************************************************************
 RJ1375  DESIGNATION -  STRIBLING POINT C7M 004
 RJ1375  PID         -  RJ1375
 RJ1375  STATE/COUNTY-  ON/ALGOMA
 RJ1375  COUNTRY     -  CANADA
 RJ1375  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ1375
 RJ1375                         *CURRENT SURVEY CONTROL
 RJ1375  ______________________________________________________________________
 RJ1375* NAD 83(1986) POSITION- 46 18 49.11814(N) 084 06 55.37192(W)   ADJUSTED
 RJ1375* NAVD 88 ORTHO HEIGHT -   177.5   (meters)      582.    (feet) VERTCON
 RJ1375  ______________________________________________________________________
 RJ1375  GEOID HEIGHT    -        -37.080 (meters)                     EGM08
 RJ1375  HORZ ORDER      -  SECOND
 RJ1375
 RJ1375.The positional and height information provided upon this datasheet are not
 RJ1375.officially recognized by the Government of Canada, provincial governments
 RJ1375.within Canada, nor are they intended to replace or substitute for them.
 RJ1375.The intent of sharing this data is to allow access to positions or heights
 RJ1375.recognized by the United States Government. Passive control that is used by
 RJ1375.both nations may share the same or similar designations or descriptions but
 RJ1375.do not share official positions or heights. The 'Station Description' may
 RJ1375.originate from a Canadian 'Station Report' and if so contains information
 RJ1375.licensed under the 'Open Government License - Canada'.
 RJ1375
 RJ1375.The horizontal coordinates were established by classical geodetic methods
 RJ1375.and adjusted by the National Geodetic Survey in May 1990.
 RJ1375
 RJ1375.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1375
 RJ1375.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1375
 RJ1375.Click photographs - Photos may exist for this station.
 RJ1375
 RJ1375. The following values were computed from the NAD 83(1986) position.
 RJ1375
 RJ1375;                    North         East     Units Scale Factor Converg.
 RJ1375;UTM  16      - 5,132,940.978   722,093.105   MT  1.00020637   +2 05 12.5
 RJ1375
 RJ1375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1375!UTM  16      -   0.99997798  x   1.00020637  =   1.00018435
 RJ1375
 RJ1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2209332940(NAD 83)
 RJ1375
 RJ1375                          SUPERSEDED SURVEY CONTROL
 RJ1375
 RJ1375  NGVD 29 (05/22/90)  177.5    (m)          582.     (f) VERT ANG       
 RJ1375
 RJ1375.Superseded values are not recommended for survey control.
 RJ1375
 RJ1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1375.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1375
 RJ1375_MARKER: DS = TRIANGULATION STATION DISK
 RJ1375_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ1375+WITH SETTING: PAVEMENT
 RJ1375_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1375+STABILITY: SURFACE MOTION
 RJ1375
 RJ1375  HISTORY     - Date     Condition        Report By
 RJ1375  HISTORY     - 1988     MONUMENTED       USACE
 RJ1375
 RJ1375                          STATION DESCRIPTION
 RJ1375
 RJ1375'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1375'THE STATION IS LOCATED ABOUT 27.0 KM (16.8 MI) SOUTHEAST OF SAULT STE
 RJ1375'MARIE,
 RJ1375'38.8 KM (24.1 MI) EAST-NORTHEAST OF RUDYARD AND 38.8 KM (24.4
 RJ1375'MI) NORTH-NORTHWEST OF DETOUR VILLAGE ON STRIBLING POINT RANGE LIGHT.
 RJ1375'OWNERSHIP---CANADIAN COAST GUARD, CENTRAL REGION
 RJ1375'
 RJ1375'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU
 RJ1375'MI,
 RJ1375'TRAVEL EAST FOR 4.3 KM (2.7 MI) ON 15 MILE ROAD TO SCENIC DRIVE,
 RJ1375'TURN LEFT AND TRAVEL NORTH FOR 3.7 KM (2.3 MI) ON SCENIC DRIVE TO
 RJ1375'BRIDGE CROSSING THE CHARLOTTE RIVER, ON THE NORTH SIDE OF THE BRIDGE
 RJ1375'TURN RIGHT ONTO A GRAVEL ROAD TO PUBLIC BOAT LAUNCH. BY BOAT TRAVEL
 RJ1375'UPRIVER FOR 30 MINUTES ALONG MIDDLE NEEBISH CHANNEL TO STRIBLING
 RJ1375'POINT RANGE LIGHTS AND THE STATION
 RJ1375'IS
 RJ1375'ON THE NORTHERN MOST LIGHT.
 RJ1375'
 RJ1375'THE STATION IS A STANDARD COE DISK THAT IS STAMPED---C7M-004---, SET
 RJ1375'INTO THE OLD FOUNDATION OF THE NORTHERN MOST OF THE STRIBLING POINT
 RJ1375'RANGE LIGHTS.
 RJ1375'
 RJ1375'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TA0124 ***********************************************************************
 TA0124  DESIGNATION -  STUART
 TA0124  PID         -  TA0124
 TA0124  STATE/COUNTY-  ON/THUNDER BAY
 TA0124  COUNTRY     -  CANADA
 TA0124  NTS MAPSHEET-  MOWE LAKE (2020)
 TA0124
 TA0124                         *CURRENT SURVEY CONTROL
 TA0124  ______________________________________________________________________
 TA0124* NAD 83(1996) POSITION- 48 15 21.71527(N) 090 48 49.43601(W)   ADJUSTED
 TA0124* NAVD 88 ORTHO HEIGHT -   472.    (meters)     1549.    (feet) SCALED
 TA0124  ______________________________________________________________________
 TA0124  GEOID HEIGHT    -        -32.493 (meters)                     EGM08
 TA0124  HORZ ORDER      -  FIRST
 TA0124
 TA0124.The positional and height information provided upon this datasheet are not
 TA0124.officially recognized by the Government of Canada, provincial governments
 TA0124.within Canada, nor are they intended to replace or substitute for them.
 TA0124.The intent of sharing this data is to allow access to positions or heights
 TA0124.recognized by the United States Government. Passive control that is used by
 TA0124.both nations may share the same or similar designations or descriptions but
 TA0124.do not share official positions or heights. The 'Station Description' may
 TA0124.originate from a Canadian 'Station Report' and if so contains information
 TA0124.licensed under the 'Open Government License - Canada'.
 TA0124
 TA0124.The horizontal coordinates were established by classical geodetic methods
 TA0124.and adjusted by the National Geodetic Survey in March 1999.
 TA0124
 TA0124.The orthometric height was scaled from a topographic map.
 TA0124
 TA0124.Significant digits in the geoid height do not necessarily reflect accuracy.
 TA0124
 TA0124.Click photographs - Photos may exist for this station.
 TA0124
 TA0124. The following values were computed from the NAD 83(1996) position.
 TA0124
 TA0124;                    North         East     Units Scale Factor Converg.
 TA0124;UTM  15      - 5,347,068.274   662,272.743   MT  0.99992355   +1 37 53.7
 TA0124
 TA0124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TA0124!UTM  15      -   0.99993109  x   0.99992355  =   0.99985464
 TA0124
 TA0124:                Primary Azimuth Mark                     Grid Az
 TA0124:UTM  15      -  MABEL                                    207 09 02.7
 TA0124
 TA0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UXP6227247068(NAD 83)
 TA0124
 TA0124|---------------------------------------------------------------------|
 TA0124| PID    Reference Object                     Distance      Geod. Az  |
 TA0124|                                                           dddmmss.s |
 TA0124| TA0122 MABEL                               APPROX. 9.8 KM 2084656.4 |
 TA0124|---------------------------------------------------------------------|
 TA0124
 TA0124                          SUPERSEDED SURVEY CONTROL
 TA0124
 TA0124  NAD 83(1986)-  48 15 21.70996(N)    090 48 49.41352(W) AD(       ) 1
 TA0124  NAD 27      -  48 15 22.11700(N)    090 48 49.02800(W) AD(       ) 1
 TA0124
 TA0124.Superseded values are not recommended for survey control.
 TA0124
 TA0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TA0124.See file dsdata.pdf to determine how the superseded data were derived.
 TA0124
 TA0124_MARKER: B = BOLT
 TA0124_SETTING: 0 = UNSPECIFIED SETTING
 TA0124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TA0124
 TA0124  HISTORY     - Date     Condition        Report By
 TA0124  HISTORY     - 1915     MONUMENTED       GSC
 TA0124
 TA0124                          STATION DESCRIPTION
 TA0124
 TA0124'DESCRIBED BY GEODETIC SURVEY OF CANADA 1915
 TA0124'IN CENTER OF MUCH DISSECTED PENINSULA AT NORTHEASTERN END OF
 TA0124'SAGANAGA LAKE, AT EASTERN END OF RIDGE WHICH RUNS IN SOUTHEASTERLY
 TA0124'DIRECTION.  PART OF RIDGE IS COVERED WITH JACK PINE, SPRUCE, AND
 TA0124'A FEW BIRCH AND POPLAR, WHILE REST HAS BEEN SWEPT BY FIRE.
 TA0124'THERE IS DISTINCT DROP OF 175 FEET TO EAST OF STATION INTO SWAMPY
 TA0124'VALLEY.  TRAIL IS BLAZED THROUGH TIMBER FROM HEAD OF MARSHY BAY
 TA0124'ALONG SUMMIT OF RIDGE IN SOUTHEASTERLY DIRECTION.  MARKED BY
 TA0124'COPPER BOLT STAMPED G.S.C. 1915 IN SOLID OUTCROP OF GRAY
 TA0124'GRANITE AND WITHIN TRIANGLE CUT IN ROCK.  THREE REFERENCE
 TA0124'BOLTS IN ROCK ARE AS FOLLOWS--NO. 1, 11.75 METERS (38.5 FEET)
 TA0124'FROM STATION S 54 DEG 55 MIN W.  NO. 2, 4.60 METERS
 TA0124'(15.1 FEET) FROM STATION N 06 DEG 08 MIN E.  AND NO. 3,
 TA0124'3.89 METERS (12.8 FEET) FROM STATION S 59 DEG 35 MIN E.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NC1819 ***********************************************************************
 NC1819  DESIGNATION -  SUGAR LOAF USLS 1876
 NC1819  PID         -  NC1819
 NC1819  STATE/COUNTY-  ON/NIAGARA
 NC1819  COUNTRY     -  CANADA
 NC1819  NTS MAPSHEET-  WELLAND (2020)
 NC1819
 NC1819                         *CURRENT SURVEY CONTROL
 NC1819  ______________________________________________________________________
 NC1819* NAD 83(1986) POSITION- 42 52 24.     (N) 079 16 49.     (W)   SCALED
 NC1819* NAVD 88 ORTHO HEIGHT -   217.17  (+/-2cm)      712.5   (feet) VERTCON
 NC1819  ______________________________________________________________________
 NC1819  GEOID HEIGHT    -        -36.146 (meters)                     EGM08
 NC1819  VERT ORDER      -  THIRD ? (See Below)
 NC1819
 NC1819.The positional and height information provided upon this datasheet are not
 NC1819.officially recognized by the Government of Canada, provincial governments
 NC1819.within Canada, nor are they intended to replace or substitute for them.
 NC1819.The intent of sharing this data is to allow access to positions or heights
 NC1819.recognized by the United States Government. Passive control that is used by
 NC1819.both nations may share the same or similar designations or descriptions but
 NC1819.do not share official positions or heights. The 'Station Description' may
 NC1819.originate from a Canadian 'Station Report' and if so contains information
 NC1819.licensed under the 'Open Government License - Canada'.
 NC1819
 NC1819.The horizontal coordinates were scaled from a map and have
 NC1819.an estimated accuracy of +/- 6 seconds.
 NC1819
 NC1819.The NAVD 88 height was computed by applying the VERTCON shift value to
 NC1819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NC1819
 NC1819.Significant digits in the geoid height do not necessarily reflect accuracy.
 NC1819
 NC1819.The vertical order pertains to the NGVD 29 superseded value.
 NC1819
 NC1819.Click photographs - Photos may exist for this station.
 NC1819
 NC1819
 NC1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH404481(NAD 83)
 NC1819
 NC1819                          SUPERSEDED SURVEY CONTROL
 NC1819
 NC1819  NAD 27      -  42 52 23.30105(N)    079 16 49.59202(W) AD(       ) 1
 NC1819  USSD        -  42 52 23.25700(N)    079 16 49.61100(W) AD(       ) 3
 NC1819  NGVD 29 (07/19/86)  217.32   (m)          713.0    (f) LEVELING    3  
 NC1819
 NC1819.Superseded values are not recommended for survey control.
 NC1819
 NC1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NC1819.See file dsdata.pdf to determine how the superseded data were derived.
 NC1819
 NC1819_MARKER: V = STONE MONUMENT
 NC1819_SETTING: 0 = UNSPECIFIED SETTING
 NC1819_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NC1819
 NC1819  HISTORY     - Date     Condition        Report By
 NC1819  HISTORY     - 1876     MONUMENTED       USLS
 NC1819  HISTORY     - 1928     SEE DESCRIPTION  CGS
 NC1819  HISTORY     - 1929     SEE DESCRIPTION  CGS
 NC1819
 NC1819                          STATION DESCRIPTION
 NC1819
 NC1819'DESCRIBED BY US LAKE SURVEY 1876
 NC1819'THIS STATION IS SITUATED ON SUGAR LOAF HILL, ABOUT 1-3/4 MILES
 NC1819'SOUTHWEST OF PORT COLBORNE, PROVINCE OF ONTARIO, ABOUT 600 METERS
 NC1819'NORTHWESTERLY FROM SUGAR LOAF POINT, AND 160 METERS NORTH FROM THE
 NC1819'LAKE SHORE.  THE HEIGHT OF STATION USED WAS 50 FEET.  THE GEODETIC
 NC1819'POINT IS MARKED BY A STONE POST OF THE USUAL FORM, SET 2 FEET
 NC1819'BELOW THE SURFACE OF THE GROUND.  THREE STONE REFERENCE POSTS ARE
 NC1819'SET AS FOLLOWS--ONE, MARKED U.S. ON TOP, ON THE EAST SIDE OF
 NC1819'THE TOWN LINE ROAD BETWEEN THE TOWNS OF WAMFLEET AND
 NC1819'HUMBERSTONE, PROJECTING 8 INCHES ABOVE THE SURFACE, BEARING NORTH
 NC1819'0 DEG 19 MIN EAST, DISTANT 252.31 METERS.  ONE, MARKED WITH A CROSS
 NC1819'ON TOP AND L.S. ON SOUTH FACE NEAR TOP, PROJECTING 9 INCHES
 NC1819'ABOVE THE SURFACE, AT THE FOOT OF THE HILL, NEAR THE CORNER OF A
 NC1819'FIELD, BEARING NORTH 64 DEG 04 MIN EAST, DISTANT 82.21 METERS.
 NC1819'AND ONE MARKED WITH A CROSS ON TOP, PROJECTING 6 INCHES ABOVE
 NC1819'THE SURFACE ON TOP OF THE HILL, BEARING SOUTH 43 DEG 11 MIN
 NC1819'EAST, DISTANT 16.9 METERS FROM THE GEODETIC POINT.  THE PORT
 NC1819'COLBORNE LIGHTHOUSE BEARS NORTH 84 DEG 49 MIN EAST.  THE HEIGHT
 NC1819'OF GROUND AT THE STATION ABOVE MEAN LEVEL OF LAKE ERIE IS 141.2
 NC1819'FEET.
 NC1819
 NC1819                          STATION RECOVERY (1928)
 NC1819
 NC1819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (CAS)
 NC1819'SUGAR LOAF HILL RISES PROMINENTLY JUST SOUTH OF A T-ROAD
 NC1819'INTERSECTION, FORMED BY A MACADAM ROAD RUNNING EAST AND WEST AND
 NC1819'A CONCRETE ROAD RUNNING INTO IT FROM THE NORTH.  THE MARKS WERE
 NC1819'FOUND APPARENTLY AS ESTABLISHED.
 NC1819'
 NC1819'REFERENCE MARK NO.1 WAS FOUND ALONG THE EAST FENCE ALONG THE
 NC1819'CONCRETE ROAD TO THE NORTH OF THE STATION.  THE REFERENCE MARK ON
 NC1819'THE TOP OF THE HILL WAS NOT FOUND BUT ONLY A FEW MINUTES WERE
 NC1819'SPENT IN SEARCHING FOR IT.  THE ONE AT THE FOOT OF THE HILL HAS
 NC1819'BEEN REMOVED.  A STONE POST NOT MENTIONED IN THE ORIGINAL
 NC1819'DESCRIPTION WAS FOUND ON TOP OF THE HILL ABOUT 2 INCHES BELOW
 NC1819'THE SURFACE OF THE GROUND.  IT WAS THE SAME SIZE AND OF THE
 NC1819'SAME STONE AS THE MARK USED BY THE U.S. LAKE SURVEY.  THE HILL
 NC1819'IS COMPOSED OF A VERY FINE SANDY SOIL SO IT IS EASY TO FIND
 NC1819'AN UNDERGROUND MARK WITH A BAR.  THE VERY TOP OF THE HILL IS
 NC1819'BARE BUT TREES ON THE SOUTHERN SLOPE RISE ABOUT 25 FEET ABOVE
 NC1819'THE SURFACE OF THE SUMMIT OF THE HILL.  ALL NECESSARY LINES
 NC1819'COULD READILY BE CLEARED, BUT MRS. EDWARD WEGRICH, THE OWNER
 NC1819'OF THE LAND, IS OPPOSED TO HAVING ANY TREES CUT.
 NC1819
 NC1819                          STATION RECOVERY (1929)
 NC1819
 NC1819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (CMT)
 NC1819'THE ORIGINAL U.S. LAKE SURVEY MARK, 2 FEET BELOW THE SURFACE
 NC1819'OF GROUND, WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  IT
 NC1819'CONSISTED OF THE USUAL LAKE SURVEY STONE POST, ABOUT 7 INCHES
 NC1819'SQUARE ON TOP, WITH SMALL HOLE IN TOP OF SAME.  THIS STONE POST
 NC1819'WAS USED AS OUR SUBSURFACE MARK, AND A CONCRETE POST WITH A
 NC1819'STANDARD CANADIAN TRIANGULATION MARK (FURNISHED BY THE GEODETIC
 NC1819'SURVEY OF CANADA AND SET IN THE TOP OF THE CONCRETE POST) WAS
 NC1819'CENTERED OVER THE HOLE IN THE TOP OF THE STONE POST DESCRIBED
 NC1819'ABOVE.
 NC1819'
 NC1819'THE ORIGINAL REFERENCE MARK ON THE EAST SIDE OF THE TOWN LINE
 NC1819'ROAD, NORTH OF SUGAR LOAF HILL, WAS RECOVERED AS DESCRIBED, AND
 NC1819'FOUND IN GOOD CONDITION.  THE OLD REFERENCE MARK AT THE FOOT OF
 NC1819'THE HILL COULD NOT BE RECOVERED.  IT HAD EVIDENTLY BEEN DESTROYED,
 NC1819'AS A THOROUGH SEARCH WAS MADE FOR SAME.  THE ORIGINAL REFERENCE
 NC1819'MARK ON TOP OF SUGAR LOAF HILL WAS RECOVERED AND FOUND IN FAIR
 NC1819'CONDITION, THE TOP OF THE MARK BEING SOMEWHAT JAGGED.  THE OLD
 NC1819'AND NEW DISTANCES TO THE MARK CHECKED GOOD AND SO DID THE
 NC1819'ANGLE BETWEEN THESE ORIGINAL REFERENCE MARKS.  A THIRD
 NC1819'REFERENCE MARK WAS RECENTLY ESTABLISHED, AND DISTANCES AND
 NC1819'DIRECTIONS TO IT WERE MEASURED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DJ5192 ***********************************************************************
 DJ5192  DESIGNATION -  SUM 88
 DJ5192  PID         -  DJ5192
 DJ5192  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 DJ5192  COUNTRY     -  CANADA
 DJ5192  NTS MAPSHEET-  CORNWALL (2020)
 DJ5192
 DJ5192                         *CURRENT SURVEY CONTROL
 DJ5192  ______________________________________________________________________
 DJ5192* NAD 83(2011) POSITION- 45 03 35.69434(N) 074 33 14.50479(W)   ADJUSTED
 DJ5192* NAD 83(2011) ELLIP HT-    16.892 (meters)        (06/27/12)   ADJUSTED
 DJ5192* NAD 83(2011) EPOCH   -  2010.00
 DJ5192* NAVD 88 ORTHO HEIGHT -    47.3   (meters)      155.    (feet) GPS OBS
 DJ5192  ______________________________________________________________________
 DJ5192  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DJ5192  GEOID HEIGHT    -        -30.357 (meters)                     GEOID09
 DJ5192  GEOID HEIGHT    -        -31.109 (meters)                     EGM08
 DJ5192  NAD 83(2011) X  -  1,201,916.595 (meters)                     COMP
 DJ5192  NAD 83(2011) Y  - -4,349,895.560 (meters)                     COMP
 DJ5192  NAD 83(2011) Z  -  4,492,066.178 (meters)                     COMP
 DJ5192
 DJ5192  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ5192  Standards:
 DJ5192         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ5192            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ5192  -------------------------------------------------------------------
 DJ5192  NETWORK    0.31   0.71           0.14   0.11   0.36     -0.04670044
 DJ5192  -------------------------------------------------------------------
 DJ5192  Click here for local accuracies and other accuracy information.
 DJ5192
 DJ5192.The positional and height information provided upon this datasheet are not
 DJ5192.officially recognized by the Government of Canada, provincial governments
 DJ5192.within Canada, nor are they intended to replace or substitute for them.
 DJ5192.The intent of sharing this data is to allow access to positions or heights
 DJ5192.recognized by the United States Government. Passive control that is used by
 DJ5192.both nations may share the same or similar designations or descriptions but
 DJ5192.do not share official positions or heights. The 'Station Description' may
 DJ5192.originate from a Canadian 'Station Report' and if so contains information
 DJ5192.licensed under the 'Open Government License - Canada'.
 DJ5192
 DJ5192.The horizontal coordinates were established by GPS observations
 DJ5192.and adjusted by the National Geodetic Survey in June 2012.
 DJ5192
 DJ5192.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ5192.been affixed to the stable North American tectonic plate. See 
 DJ5192.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ5192
 DJ5192.The horizontal coordinates are valid at the epoch date displayed above
 DJ5192.which is a decimal equivalence of Year/Month/Day.
 DJ5192
 DJ5192.The orthometric height was determined by GPS observations and a
 DJ5192.high-resolution geoid model.
 DJ5192
 DJ5192.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5192
 DJ5192.Click photographs - Photos may exist for this station.
 DJ5192
 DJ5192.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ5192
 DJ5192.The ellipsoidal height was determined by GPS observations
 DJ5192.and is referenced to NAD 83.
 DJ5192
 DJ5192. The following values were computed from the NAD 83(2011) position.
 DJ5192
 DJ5192;                    North         East     Units Scale Factor Converg.
 DJ5192;UTM  18      - 4,989,702.973   535,112.676   MT  0.99961516   +0 18 56.5
 DJ5192
 DJ5192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ5192!UTM  18      -   0.99999735  x   0.99961516  =   0.99961251
 DJ5192
 DJ5192_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ3511289702(NAD 83)
 DJ5192
 DJ5192                          SUPERSEDED SURVEY CONTROL
 DJ5192
 DJ5192  NAD 83(2007)-  45 03 35.69464(N)    074 33 14.50555(W) AD(2002.00) A
 DJ5192  ELLIP H (10/11/07)   16.882  (m)                       GP(2002.00) 4 2
 DJ5192  NAVD 88 (10/11/07)   47.3    (m)  GEOID03  model used  GPS OBS        
 DJ5192
 DJ5192.Superseded values are not recommended for survey control.
 DJ5192
 DJ5192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ5192.See file dsdata.pdf to determine how the superseded data were derived.
 DJ5192
 DJ5192_MARKER: DD = SURVEY DISK
 DJ5192_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DJ5192_SP_SET: CONCRETE WHARF
 DJ5192_STAMPING: SUM-88
 DJ5192_MARK LOGO: NONE
 DJ5192_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ5192+STABILITY: SURFACE MOTION
 DJ5192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5192+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2015
 DJ5192
 DJ5192  HISTORY     - Date     Condition        Report By
 DJ5192  HISTORY     - UNK      MONUMENTED       NONE
 DJ5192  HISTORY     - 2005     GOOD             CADNR
 DJ5192  HISTORY     - 20100612 GOOD             CADNR
 DJ5192  HISTORY     - 20150820 GOOD             CADNR
 DJ5192
 DJ5192                          STATION DESCRIPTION
 DJ5192
 DJ5192'DESCRIBED BY CANADIAN DEPT NAT RES 2005 (JS)
 DJ5192'LOCATED ON THE GOVERNMENT WHARF SOUTH OF HIGHWAY 2 AND A TAVERN IN
 DJ5192'SUMMERSTOWN, TABLET NEAR THE SOUTHEAST CORNER OF THE WHARF.  MARKED BY
 DJ5192'A MOT PMA SHIP CHANNEL CORNWALL BRONZE TABLET STAMPED ---SUM-88--- SET
 DJ5192'IN THE TOP OF THE WHARF.
 DJ5192'
 DJ5192'FOR ADDITIONAL INFORMATION CONTACT NATURAL RESOURCES CANADA, GEODETIC
 DJ5192'SURVEY DIVISION, 615 BOOTH STREET, OTTAWA, ONTARIO.
 DJ5192
 DJ5192                          STATION RECOVERY (2010)
 DJ5192
 DJ5192'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2010 (JS)
 DJ5192'RECOVERED AS DESCRIBED.
 DJ5192
 DJ5192                          STATION RECOVERY (2015)
 DJ5192
 DJ5192'RECOVERY NOTE BY CANADIAN DEPT NAT RES 2015 (RJS)
 DJ5192'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TA0138 ***********************************************************************
 TA0138  DESIGNATION -  SUNDAY
 TA0138  PID         -  TA0138
 TA0138  STATE/COUNTY-  ON/RAINY RIVER
 TA0138  COUNTRY     -  CANADA
 TA0138  NTS MAPSHEET-  KNIFE LAKE (2020)
 TA0138
 TA0138                         *CURRENT SURVEY CONTROL
 TA0138  ______________________________________________________________________
 TA0138* NAD 83(1996) POSITION- 48 08 42.74008(N) 091 23 17.54834(W)   ADJUSTED
 TA0138* NAVD 88 ORTHO HEIGHT -   505.    (meters)     1657.    (feet) SCALED
 TA0138  ______________________________________________________________________
 TA0138  GEOID HEIGHT    -        -31.666 (meters)                     EGM08
 TA0138  HORZ ORDER      -  FIRST
 TA0138
 TA0138.The positional and height information provided upon this datasheet are not
 TA0138.officially recognized by the Government of Canada, provincial governments
 TA0138.within Canada, nor are they intended to replace or substitute for them.
 TA0138.The intent of sharing this data is to allow access to positions or heights
 TA0138.recognized by the United States Government. Passive control that is used by
 TA0138.both nations may share the same or similar designations or descriptions but
 TA0138.do not share official positions or heights. The 'Station Description' may
 TA0138.originate from a Canadian 'Station Report' and if so contains information
 TA0138.licensed under the 'Open Government License - Canada'.
 TA0138
 TA0138.The horizontal coordinates were established by classical geodetic methods
 TA0138.and adjusted by the National Geodetic Survey in March 1999.
 TA0138
 TA0138.The orthometric height was scaled from a topographic map.
 TA0138
 TA0138.Significant digits in the geoid height do not necessarily reflect accuracy.
 TA0138
 TA0138.Click photographs - Photos may exist for this station.
 TA0138
 TA0138. The following values were computed from the NAD 83(1996) position.
 TA0138
 TA0138;                    North         East     Units Scale Factor Converg.
 TA0138;UTM  15      - 5,333,695.648   619,892.950   MT  0.99977662   +1 12 02.4
 TA0138
 TA0138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TA0138!UTM  15      -   0.99992578  x   0.99977662  =   0.99970242
 TA0138
 TA0138:                Primary Azimuth Mark                     Grid Az
 TA0138:UTM  15      -  TROUBLE                                  075 27 33.4
 TA0138
 TA0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UXP1989233695(NAD 83)
 TA0138
 TA0138|---------------------------------------------------------------------|
 TA0138| PID    Reference Object                     Distance      Geod. Az  |
 TA0138|                                                           dddmmss.s |
 TA0138| TA0130 TROUBLE                             APPROX.10.1 KM 0763935.8 |
 TA0138|---------------------------------------------------------------------|
 TA0138
 TA0138                          SUPERSEDED SURVEY CONTROL
 TA0138
 TA0138  NAD 83(1986)-  48 08 42.74169(N)    091 23 17.54728(W) AD(       ) 1
 TA0138  NAD 27      -  48 08 43.13100(N)    091 23 17.14200(W) AD(       ) 1
 TA0138
 TA0138.Superseded values are not recommended for survey control.
 TA0138
 TA0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TA0138.See file dsdata.pdf to determine how the superseded data were derived.
 TA0138
 TA0138_MARKER: B = BOLT
 TA0138_SETTING: 0 = UNSPECIFIED SETTING
 TA0138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TA0138
 TA0138  HISTORY     - Date     Condition        Report By
 TA0138  HISTORY     - 1916     MONUMENTED       GSC
 TA0138
 TA0138                          STATION DESCRIPTION
 TA0138
 TA0138'DESCRIBED BY GEODETIC SURVEY OF CANADA 1916
 TA0138'ON HILL ABOUT 2 MILES NORTHWEST OF NORTHEAST BAY OF SUNDAY
 TA0138'LAKE, AND ON SOUTHWEST END OF A HOGBACK HILL WHICH RUNS IN
 TA0138'NORTHEASTERLY DIRECTION.  TRAIL FROM NORTHWEST CORNER OF BAY
 TA0138'LEADS TO STATION SITE.  MARKED BY COPPER BOLT STAMPED G. S. C.
 TA0138'1916.  THREE REFERENCE BOLTS ARE AS FOLLOWS--NO. 1, 7.73 METERS
 TA0138'(25.4 FEET) FROM STATION S 01 DEG 05 MIN W.  NO. 2, 8.93
 TA0138'METERS (29.3 FEET) FROM STATION N 67 DEG 25 MIN W.
 TA0138'AND NO. 3, 14.87 METERS (48.8 FEET) FROM STATION N 68 DEG 50 MIN E.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC1231 ***********************************************************************
 TC1231  DESIGNATION -  SUTHERLAND
 TC1231  PID         -  TC1231
 TC1231  STATE/COUNTY-  ON/RAINY RIVER
 TC1231  COUNTRY     -  CANADA
 TC1231  NTS MAPSHEET-  PINEWOOD (2020)
 TC1231
 TC1231                         *CURRENT SURVEY CONTROL
 TC1231  ______________________________________________________________________
 TC1231* NAD 83(1996) POSITION- 48 41 40.78150(N) 094 26 36.72533(W)   ADJUSTED
 TC1231* NAVD 88 ORTHO HEIGHT -   329.    (meters)     1079.    (feet) SCALED
 TC1231  ______________________________________________________________________
 TC1231  GEOID HEIGHT    -        -29.123 (meters)                     EGM08
 TC1231  HORZ ORDER      -  THIRD
 TC1231
 TC1231.The positional and height information provided upon this datasheet are not
 TC1231.officially recognized by the Government of Canada, provincial governments
 TC1231.within Canada, nor are they intended to replace or substitute for them.
 TC1231.The intent of sharing this data is to allow access to positions or heights
 TC1231.recognized by the United States Government. Passive control that is used by
 TC1231.both nations may share the same or similar designations or descriptions but
 TC1231.do not share official positions or heights. The 'Station Description' may
 TC1231.originate from a Canadian 'Station Report' and if so contains information
 TC1231.licensed under the 'Open Government License - Canada'.
 TC1231
 TC1231.The horizontal coordinates were established by classical geodetic methods
 TC1231.and adjusted by the National Geodetic Survey in March 1999.
 TC1231
 TC1231.The orthometric height was scaled from a topographic map.
 TC1231
 TC1231.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1231
 TC1231.Click photographs - Photos may exist for this station.
 TC1231
 TC1231. The following values were computed from the NAD 83(1996) position.
 TC1231
 TC1231;                    North         East     Units Scale Factor Converg.
 TC1231;UTM  15      - 5,394,518.981   393,773.757   MT  0.99973863   -1 05 04.2
 TC1231
 TC1231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1231!UTM  15      -   0.99995295  x   0.99973863  =   0.99969159
 TC1231
 TC1231:                Primary Azimuth Mark                     Grid Az
 TC1231:UTM  15      -  RAPID                                    097 03 49.8
 TC1231
 TC1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP9377394518(NAD 83)
 TC1231
 TC1231|---------------------------------------------------------------------|
 TC1231| PID    Reference Object                     Distance      Geod. Az  |
 TC1231|                                                           dddmmss.s |
 TC1231| TC0998 RAPID                               466.709 METERS 0955845.6 |
 TC1231| TC1205 SAND                                254.178 METERS 16722     |
 TC1231|---------------------------------------------------------------------|
 TC1231
 TC1231                          SUPERSEDED SURVEY CONTROL
 TC1231
 TC1231  NAD 83(1986)-  48 41 40.76206(N)    094 26 36.71653(W) AD(       ) 3
 TC1231
 TC1231.Superseded values are not recommended for survey control.
 TC1231
 TC1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1231.See file dsdata.pdf to determine how the superseded data were derived.
 TC1231
 TC1231_MARKER: DD = SURVEY DISK
 TC1231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC1231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1231+STABILITY: SURFACE MOTION
 TC1231
 TC1231  HISTORY     - Date     Condition        Report By
 TC1231  HISTORY     - 1914     MONUMENTED       IBC
 TC1231  HISTORY     - 1937     GOOD             IBC
 TC1231  HISTORY     - 1947     GOOD             IBC
 TC1231  HISTORY     - 1957     GOOD             IBC
 TC1231  HISTORY     - 1969     GOOD             IBC
 TC1231
 TC1231                          STATION DESCRIPTION
 TC1231
 TC1231'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC1231'ON THE NORTH BANK OF RAINY RIVER, ABOUT ONE - FOURTH MILE WEST OF THE
 TC1231'MOUTH OF RAPID RIVER ON THE OPPOSITE SIDE.  THE STATION IS ON THE
 TC1231'POINT OF A RIDGE BETWEEN THE RIVER AND A SWALE 6 METERS TO THE WEST.
 TC1231'IT IS 5 METERS ABOVE AND 5 METERS BACK FROM THE RIVERS EDGE.  A
 TC1231'12 - INCH BIRCH TREE IS 3 METERS NORTH OF THE STATION.
 TC1231'
 TC1231'STATION MARK--A BRONZE DISK SET IN CONCRETE.
 TC1231
 TC1231                          STATION RECOVERY (1937)
 TC1231
 TC1231'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1937
 TC1231'RECOVERED IN GOOD CONDITION.
 TC1231
 TC1231                          STATION RECOVERY (1947)
 TC1231
 TC1231'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1947
 TC1231'RECOVERED IN GOOD CONDITION.
 TC1231
 TC1231                          STATION RECOVERY (1957)
 TC1231
 TC1231'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1957
 TC1231'RECOVERED IN GOOD CONDITION.
 TC1231
 TC1231                          STATION RECOVERY (1969)
 TC1231
 TC1231'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1969 (CJG)
 TC1231'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0882 ***********************************************************************
 RJ0882  DESIGNATION -  TAM IBC 1944
 RJ0882  PID         -  RJ0882
 RJ0882  STATE/COUNTY-  ON/ALGOMA
 RJ0882  COUNTRY     -  CANADA
 RJ0882  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ0882
 RJ0882                         *CURRENT SURVEY CONTROL
 RJ0882  ______________________________________________________________________
 RJ0882* NAD 83(1986) POSITION- 46 15 08.16591(N) 084 05 48.73587(W)   ADJUSTED
 RJ0882* NAVD 88 ORTHO HEIGHT -   182.    (meters)      597.    (feet) SCALED
 RJ0882  ______________________________________________________________________
 RJ0882  GEOID HEIGHT    -        -37.047 (meters)                     EGM08
 RJ0882  HORZ ORDER      -  THIRD
 RJ0882
 RJ0882.The positional and height information provided upon this datasheet are not
 RJ0882.officially recognized by the Government of Canada, provincial governments
 RJ0882.within Canada, nor are they intended to replace or substitute for them.
 RJ0882.The intent of sharing this data is to allow access to positions or heights
 RJ0882.recognized by the United States Government. Passive control that is used by
 RJ0882.both nations may share the same or similar designations or descriptions but
 RJ0882.do not share official positions or heights. The 'Station Description' may
 RJ0882.originate from a Canadian 'Station Report' and if so contains information
 RJ0882.licensed under the 'Open Government License - Canada'.
 RJ0882
 RJ0882.The horizontal coordinates were established by classical geodetic methods
 RJ0882.and adjusted by the National Geodetic Survey in July 1986.
 RJ0882
 RJ0882.The orthometric height was scaled from a topographic map.
 RJ0882
 RJ0882.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0882
 RJ0882.Click photographs - Photos may exist for this station.
 RJ0882
 RJ0882. The following values were computed from the NAD 83(1986) position.
 RJ0882
 RJ0882;                    North         East     Units Scale Factor Converg.
 RJ0882;UTM  16      - 5,126,173.865   723,768.123   MT  1.00021556   +2 05 53.0
 RJ0882
 RJ0882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0882!UTM  16      -   0.99997727  x   1.00021556  =   1.00019283
 RJ0882
 RJ0882:                Primary Azimuth Mark                     Grid Az
 RJ0882:UTM  16      -  DEBRIS                                   230 41 16.8
 RJ0882
 RJ0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2376826173(NAD 83)
 RJ0882
 RJ0882|---------------------------------------------------------------------|
 RJ0882| PID    Reference Object                     Distance      Geod. Az  |
 RJ0882|                                                           dddmmss.s |
 RJ0882| RJ0881 MERE IBC 1944                       APPROX. 0.6 KM 0042612.7 |
 RJ0882| RJ0883 68 USLS 1878                        117.569 METERS 21042     |
 RJ0882| RJ0979 DEBRIS                              APPROX. 1.1 KM 2324709.8 |
 RJ0882| RJ0887 COAST GUARD LOOKOUT 1 FLAGPOLE      486.947 METERS 3072827.9 |
 RJ0882| RJ0885 SAILORS ENCAMPMENT FRONT LT         APPROX. 1.0 KM 3522432.2 |
 RJ0882|---------------------------------------------------------------------|
 RJ0882
 RJ0882                          SUPERSEDED SURVEY CONTROL
 RJ0882
 RJ0882  NAD 27      -  46 15 08.11000(N)    084 05 48.64500(W) AD(       ) 3
 RJ0882
 RJ0882.Superseded values are not recommended for survey control.
 RJ0882
 RJ0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0882.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0882
 RJ0882_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0882_SETTING: 80 = SET IN A BOULDER
 RJ0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0882+STABILITY: SURFACE MOTION
 RJ0882
 RJ0882  HISTORY     - Date     Condition        Report By
 RJ0882  HISTORY     - 1944     MONUMENTED       IBC
 RJ0882  HISTORY     - 1958     GOOD             IBC
 RJ0882
 RJ0882                          STATION DESCRIPTION
 RJ0882
 RJ0882'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RJ0882'ON THE W SIDE OF ST JOSEPH ISLAND, ACROSS THE MUNUSCONG CHANNEL
 RJ0882'FROM JOHNSON POINT ON RAINS ISLAND.  IT IS DIRECTLY ACROSS THE RIVER
 RJ0882'ROAD FROM THE LARGE SUMMER HOUSE CALLED THE---TAMARACK---AND 33
 RJ0882'FEET N OF THE SHORE END OF THE DOCK BELONGING WITH THAT HOUSE.  IT
 RJ0882'IS 20 FEET W TO THE WATER.
 RJ0882'
 RJ0882'STATION MARK IS A STANDARD I B C BRONZE DISK SET IN A DRILL HOLE IN
 RJ0882'A HARD ROCK, TRIANGULAR IN SHAPE AND ABOUT 2 FEET ON A SIDE, WHOSE
 RJ0882'TOP IS 4 INCHES ABOVE GROUND.
 RJ0882
 RJ0882                          STATION RECOVERY (1958)
 RJ0882
 RJ0882'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0882'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC1232 ***********************************************************************
 TC1232  DESIGNATION -  TANK
 TC1232  PID         -  TC1232
 TC1232  STATE/COUNTY-  ON/RAINY RIVER
 TC1232  COUNTRY     -  CANADA
 TC1232  NTS MAPSHEET-  PINEWOOD (2020)
 TC1232
 TC1232                         *CURRENT SURVEY CONTROL
 TC1232  ______________________________________________________________________
 TC1232* NAD 83(1996) POSITION- 48 42 37.35481(N) 094 17 57.57610(W)   ADJUSTED
 TC1232* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 TC1232  ______________________________________________________________________
 TC1232  GEOID HEIGHT    -        -29.363 (meters)                     EGM08
 TC1232  HORZ ORDER      -  THIRD
 TC1232
 TC1232.The positional and height information provided upon this datasheet are not
 TC1232.officially recognized by the Government of Canada, provincial governments
 TC1232.within Canada, nor are they intended to replace or substitute for them.
 TC1232.The intent of sharing this data is to allow access to positions or heights
 TC1232.recognized by the United States Government. Passive control that is used by
 TC1232.both nations may share the same or similar designations or descriptions but
 TC1232.do not share official positions or heights. The 'Station Description' may
 TC1232.originate from a Canadian 'Station Report' and if so contains information
 TC1232.licensed under the 'Open Government License - Canada'.
 TC1232
 TC1232.The horizontal coordinates were established by classical geodetic methods
 TC1232.and adjusted by the National Geodetic Survey in March 1999.
 TC1232
 TC1232.The orthometric height was scaled from a topographic map.
 TC1232
 TC1232.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1232
 TC1232.Click photographs - Photos may exist for this station.
 TC1232
 TC1232. The following values were computed from the NAD 83(1996) position.
 TC1232
 TC1232;                    North         East     Units Scale Factor Converg.
 TC1232;UTM  15      - 5,396,074.931   404,415.206   MT  0.99971225   -0 58 34.9
 TC1232
 TC1232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1232!UTM  15      -   0.99995346  x   0.99971225  =   0.99966572
 TC1232
 TC1232:                Primary Azimuth Mark                     Grid Az
 TC1232:UTM  15      -  BEND                                     102 20 12.4
 TC1232
 TC1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP0441596074(NAD 83)
 TC1232
 TC1232|---------------------------------------------------------------------|
 TC1232| PID    Reference Object                     Distance      Geod. Az  |
 TC1232|                                                           dddmmss.s |
 TC1232| TC0829 BEND                                APPROX. 0.6 KM 1012137.5 |
 TC1232| TC1224 STOLTZE                             358.706 METERS 17239     |
 TC1232|---------------------------------------------------------------------|
 TC1232
 TC1232                          SUPERSEDED SURVEY CONTROL
 TC1232
 TC1232  NAD 83(1986)-  48 42 37.33705(N)    094 17 57.56735(W) AD(       ) 3
 TC1232
 TC1232.Superseded values are not recommended for survey control.
 TC1232
 TC1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1232.See file dsdata.pdf to determine how the superseded data were derived.
 TC1232
 TC1232_MARKER: X = CHISELED CROSS
 TC1232_SETTING: 80 = SET IN A BOULDER
 TC1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1232+STABILITY: SURFACE MOTION
 TC1232
 TC1232  HISTORY     - Date     Condition        Report By
 TC1232  HISTORY     - 1914     MONUMENTED       IBC
 TC1232
 TC1232                          STATION DESCRIPTION
 TC1232
 TC1232'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC1232'ON THE NORTH BANK OF RAINY RIVER, ABOUT 250 METERS EAST OF THE
 TC1232'PINEWOOD (ONTARIO) PIER.  THE STATION IS ABOUT 2 METERS ABOVE AND 3
 TC1232'METERS BACK FROM THE RIVERS EDGE.  IT IS ABOUT 30 METERS WEST OF AN
 TC1232'OLD PIER, 45 METERS SOUTHWEST OF AN OLD CABIN, AND 75 METERS SOUTHWEST
 TC1232'OF A BARN.
 TC1232'
 TC1232'STATION MARK--A CROSS CUT IN A STONE.  SUBSURFACE MARK IS A BALL OF
 TC1232'WIRE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC1233 ***********************************************************************
 TC1233  DESIGNATION -  TAR
 TC1233  PID         -  TC1233
 TC1233  STATE/COUNTY-  ON/RAINY RIVER
 TC1233  COUNTRY     -  CANADA
 TC1233  NTS MAPSHEET-  PINEWOOD (2020)
 TC1233
 TC1233                         *CURRENT SURVEY CONTROL
 TC1233  ______________________________________________________________________
 TC1233* NAD 83(1996) POSITION- 48 38 42.53013(N) 094 05 25.12073(W)   ADJUSTED
 TC1233* NAVD 88 ORTHO HEIGHT -   329.    (meters)     1079.    (feet) SCALED
 TC1233  ______________________________________________________________________
 TC1233  GEOID HEIGHT    -        -29.532 (meters)                     EGM08
 TC1233  HORZ ORDER      -  THIRD
 TC1233
 TC1233.The positional and height information provided upon this datasheet are not
 TC1233.officially recognized by the Government of Canada, provincial governments
 TC1233.within Canada, nor are they intended to replace or substitute for them.
 TC1233.The intent of sharing this data is to allow access to positions or heights
 TC1233.recognized by the United States Government. Passive control that is used by
 TC1233.both nations may share the same or similar designations or descriptions but
 TC1233.do not share official positions or heights. The 'Station Description' may
 TC1233.originate from a Canadian 'Station Report' and if so contains information
 TC1233.licensed under the 'Open Government License - Canada'.
 TC1233
 TC1233.The horizontal coordinates were established by classical geodetic methods
 TC1233.and adjusted by the National Geodetic Survey in March 1999.
 TC1233
 TC1233.The orthometric height was scaled from a topographic map.
 TC1233
 TC1233.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1233
 TC1233.Click photographs - Photos may exist for this station.
 TC1233
 TC1233. The following values were computed from the NAD 83(1996) position.
 TC1233
 TC1233;                    North         East     Units Scale Factor Converg.
 TC1233;UTM  15      - 5,388,583.337   419,687.500   MT  0.99967924   -0 49 06.5
 TC1233
 TC1233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1233!UTM  15      -   0.99995301  x   0.99967924  =   0.99963227
 TC1233
 TC1233:                Primary Azimuth Mark                     Grid Az
 TC1233:UTM  15      -  SPAWN                                    116 23 15.4
 TC1233
 TC1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP1968788583(NAD 83)
 TC1233
 TC1233|---------------------------------------------------------------------|
 TC1233| PID    Reference Object                     Distance      Geod. Az  |
 TC1233|                                                           dddmmss.s |
 TC1233| TC1069 REF MON 147                         251.351 METERS 09745     |
 TC1233| TC1216 SPAWN                               446.943 METERS 1153408.9 |
 TC1233| TC0865 CAVE                                296.390 METERS 17919     |
 TC1233|---------------------------------------------------------------------|
 TC1233
 TC1233                          SUPERSEDED SURVEY CONTROL
 TC1233
 TC1233  NAD 83(1986)-  48 38 42.51549(N)    094 05 25.11539(W) AD(       ) 3
 TC1233
 TC1233.Superseded values are not recommended for survey control.
 TC1233
 TC1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1233.See file dsdata.pdf to determine how the superseded data were derived.
 TC1233
 TC1233_MARKER: X = CHISELED CROSS
 TC1233_SETTING: 80 = SET IN A BOULDER
 TC1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1233+STABILITY: SURFACE MOTION
 TC1233
 TC1233  HISTORY     - Date     Condition        Report By
 TC1233  HISTORY     - 1913     MONUMENTED       IBC
 TC1233
 TC1233                          STATION DESCRIPTION
 TC1233
 TC1233'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1913 (ERM)
 TC1233'ON THE NORTH BANK OF RAINY RIVER, ABOUT ONE - HALF MILE EAST OF
 TC1233'BIRCHDALE LANDING, MINN, AND JUST OPPOSITE THE WEST END OF A WOODED
 TC1233'ISLAND.  THE STATION IS ABOUT 3 METERS ABOVE AND 5 METERS BACK FROM
 TC1233'THE RIVERS EDGE AND ABOUT 2 METERS FROM A FENCE LINE.  IT IS ABOUT 60
 TC1233'METERS SOUTHWEST OF AN INDIAN HOUSE COVERED WITH TAR PAPER.
 TC1233'
 TC1233'STATION MARK--A CROSS CUT IN A STONE.  SUBSURFACE MARK IS A BOTTLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC1234 ***********************************************************************
 TC1234  DESIGNATION -  TASSEL
 TC1234  PID         -  TC1234
 TC1234  STATE/COUNTY-  ON/RAINY RIVER
 TC1234  COUNTRY     -  CANADA
 TC1234  NTS MAPSHEET-  PINEWOOD (2020)
 TC1234
 TC1234                         *CURRENT SURVEY CONTROL
 TC1234  ______________________________________________________________________
 TC1234* NAD 83(1996) POSITION- 48 41 55.43987(N) 094 28 43.55310(W)   ADJUSTED
 TC1234* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 TC1234  ______________________________________________________________________
 TC1234  GEOID HEIGHT    -        -29.081 (meters)                     EGM08
 TC1234  HORZ ORDER      -  THIRD
 TC1234
 TC1234.The positional and height information provided upon this datasheet are not
 TC1234.officially recognized by the Government of Canada, provincial governments
 TC1234.within Canada, nor are they intended to replace or substitute for them.
 TC1234.The intent of sharing this data is to allow access to positions or heights
 TC1234.recognized by the United States Government. Passive control that is used by
 TC1234.both nations may share the same or similar designations or descriptions but
 TC1234.do not share official positions or heights. The 'Station Description' may
 TC1234.originate from a Canadian 'Station Report' and if so contains information
 TC1234.licensed under the 'Open Government License - Canada'.
 TC1234
 TC1234.The horizontal coordinates were established by classical geodetic methods
 TC1234.and adjusted by the National Geodetic Survey in March 1999.
 TC1234
 TC1234.The orthometric height was scaled from a topographic map.
 TC1234
 TC1234.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1234
 TC1234.Click photographs - Photos may exist for this station.
 TC1234
 TC1234. The following values were computed from the NAD 83(1996) position.
 TC1234
 TC1234;                    North         East     Units Scale Factor Converg.
 TC1234;UTM  15      - 5,395,021.251   391,190.121   MT  0.99974546   -1 06 39.7
 TC1234
 TC1234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1234!UTM  15      -   0.99995341  x   0.99974546  =   0.99969889
 TC1234
 TC1234:                Primary Azimuth Mark                     Grid Az
 TC1234:UTM  15      -  RAY                                      097 42 38.5
 TC1234
 TC1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP9119095021(NAD 83)
 TC1234
 TC1234|---------------------------------------------------------------------|
 TC1234| PID    Reference Object                     Distance      Geod. Az  |
 TC1234|                                                           dddmmss.s |
 TC1234| TC1247 VAN                                 169.227 METERS 02747     |
 TC1234| TC0999 RAY                                 APPROX. 0.6 KM 0963558.8 |
 TC1234| TC1198 ROBERTS                             377.361 METERS 19132     |
 TC1234|---------------------------------------------------------------------|
 TC1234
 TC1234                          SUPERSEDED SURVEY CONTROL
 TC1234
 TC1234  NAD 83(1986)-  48 41 55.42076(N)    094 28 43.54658(W) AD(       ) 3
 TC1234
 TC1234.Superseded values are not recommended for survey control.
 TC1234
 TC1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1234.See file dsdata.pdf to determine how the superseded data were derived.
 TC1234
 TC1234_MARKER: X = CHISELED CROSS
 TC1234_SETTING: 80 = SET IN A BOULDER
 TC1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1234+STABILITY: SURFACE MOTION
 TC1234
 TC1234  HISTORY     - Date     Condition        Report By
 TC1234  HISTORY     - 1914     MONUMENTED       IBC
 TC1234
 TC1234                          STATION DESCRIPTION
 TC1234
 TC1234'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC1234'ON THE NORTH BANK OF RAINY RIVER, ABOUT 2 MILES WEST OF CLEMENTSON,
 TC1234'MINN, AND ABOUT 200 METERS EAST OF THE MOUTH OF GORMLEY CREEK.  THE
 TC1234'STATION IS ON VAN TASSELS PLACE, ABOUT 14 METERS EAST OF A FENCE, AND
 TC1234'ABOUT 2 METERS BACK FROM THE TOP OF THE RIVER BANK.  IT IS ABOUT 4
 TC1234'METERS ABOVE AND 6 METERS BACK FROM THE RIVERS EDGE.  A WHITE HOUSE IS
 TC1234'DUE SOUTH ON THE UNITED STATES SHORE.
 TC1234'
 TC1234'STATION MARK--A CROSS CUT IN A STONE.  SUBSURFACE MARK IS A BALL OF
 TC1234'WIRE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DL5318 ***********************************************************************
 DL5318  DESIGNATION -  TD 15
 DL5318  PID         -  DL5318
 DL5318  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 DL5318  COUNTRY     -  CANADA
 DL5318  NTS MAPSHEET-  CORNWALL (2020)
 DL5318
 DL5318                         *CURRENT SURVEY CONTROL
 DL5318  ______________________________________________________________________
 DL5318* NAD 83(1986) POSITION- 45 00 45.36   (N) 074 47 11.16   (W)   HD_HELD1
 DL5318* NAVD 88 ORTHO HEIGHT -    61.796 (meters)      202.74  (feet) ADJUSTED
 DL5318  ______________________________________________________________________
 DL5318  GEOID HEIGHT    -        -31.511 (meters)                     EGM08
 DL5318  DYNAMIC HEIGHT  -         61.795 (meters)      202.74  (feet) COMP
 DL5318  MODELED GRAVITY -    980,599.2   (mgal)                       NAVD 88
 DL5318
 DL5318  VERT ORDER      -  FIRST     CLASS II
 DL5318
 DL5318.The positional and height information provided upon this datasheet are not
 DL5318.officially recognized by the Government of Canada, provincial governments
 DL5318.within Canada, nor are they intended to replace or substitute for them.
 DL5318.The intent of sharing this data is to allow access to positions or heights
 DL5318.recognized by the United States Government. Passive control that is used by
 DL5318.both nations may share the same or similar designations or descriptions but
 DL5318.do not share official positions or heights. The 'Station Description' may
 DL5318.originate from a Canadian 'Station Report' and if so contains information
 DL5318.licensed under the 'Open Government License - Canada'.
 DL5318
 DL5318.The horizontal coordinates were determined by differentially corrected
 DL5318.hand held GPS observations or other comparable positioning techniques
 DL5318.and have an estimated accuracy of +/- 3 meters.
 DL5318
 DL5318.The orthometric height was determined by differential leveling and
 DL5318.adjusted by the NATIONAL GEODETIC SURVEY
 DL5318.in October 2009.
 DL5318
 DL5318.No vertical observational check was made to the station.
 DL5318
 DL5318.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5318
 DL5318.Click photographs - Photos may exist for this station.
 DL5318
 DL5318.The dynamic height is computed by dividing the NAVD 88
 DL5318.geopotential number by the normal gravity value computed on the
 DL5318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5318.degrees latitude (g = 980.6199 gals.).
 DL5318
 DL5318.The modeled gravity was interpolated from observed gravity values.
 DL5318
 DL5318
 DL5318_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1682884372(NAD 83)
 DL5318
 DL5318                          SUPERSEDED SURVEY CONTROL
 DL5318
 DL5318.No superseded survey control is available for this station.
 DL5318
 DL5318_MARKER: Z = SEE DESCRIPTION
 DL5318_SP_SET: DEFORMATION PILLAR MONUMENT
 DL5318_MARK LOGO: NONE
 DL5318_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5318_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DL5318+STABILITY: POSITION/ELEVATION WELL
 DL5318_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5318+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2022
 DL5318
 DL5318  HISTORY     - Date     Condition        Report By
 DL5318  HISTORY     - 198707   MONUMENTED       ONTAPW
 DL5318  HISTORY     - 20220913 GOOD             NGS
 DL5318
 DL5318                          STATION DESCRIPTION
 DL5318
 DL5318'DESCRIBED BY ONTARIO POWER GENERATION 1987
 DL5318'BENCH MARK MD 15 AT SAUNDERS-MOSES DAM, JUST OUTSIDE THE ONTARIO POWER
 DL5318'GROUP SECURITY GATE, BEING THE HIGHEST POINT OF A 5/8 -11 STAINLESS
 DL5318'STEEL STUD SET IN THE TOP OF A 0.45 M (1.5 FT) DIAMETER CONCRETE
 DL5318'PEDESTAL WITH PAINTED IDENTIFIER TD 15, 20.3 M (66.6 FT) SOUTHEAST OF
 DL5318'BENCH MARK 98-1.
 DL5318
 DL5318                          STATION RECOVERY (2022)
 DL5318
 DL5318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (JAO)
 DL5318'THE MARK IS LOCATED ABOUT 4.5 KM (2.8 MI) WEST-SOUTHWEST OF THE CITY
 DL5318'HALL IN CORNWALL, ONTARIO, 0.5 KM (0.3 MI) NORTH-NORTHWEST OF THE
 DL5318'ROBERT H. SAUNDERS POWER DAM, OWNERSHIP ONTARIO POWER GENERATION
 DL5318'(OPG).
 DL5318'
 DL5318'NOTE-CONTACT THE ENGINEERING DEPARTMENT AT 613-932-3072 TO OBTAIN
 DL5318'PERMISSION TO ACCESS THE MARK.
 DL5318'
 DL5318'TO REACH FROM THE INTERSECTION OF SECOND ST. W AND POWER DAM DRIVE IN
 DL5318'CORNWALL, ONTARIO, PROCEED WEST AND SOUTH ON SECOND ST. W FOR 1.15 KM
 DL5318'(0.71 MI) AND THE MARK LOCATED ON THE WEST SIDE OF THE POWER DAM
 DL5318'ENTRANCE DRIVE (SECOND ST. W EXTENDED), 0.16 KM (0.10 MI) NORTH OF AND
 DL5318'ACROSS THE CORNWALL CANAL FROM THE OPG SECURITY GATE.
 DL5318'
 DL5318'34.8 M (114.2 FT) NORTH OF A EAST WEST FENCE LINE ON THE NORTH SIDE OF
 DL5318'THE CORNWALL CANAL, 28.7 M (94.2 FT) WEST OF THE CENTER LINE OF SECOND
 DL5318'ST.W AND STANDS TALL WITHIN A GROUP OF VOLUNTEER PINE TREES, 20.3 M
 DL5318'(66.6 FT) SOUTHEAST OF BENCH MARK 98-1.
 DL5318'
 DL5318'A 18 INCH (46 CM) DIAMETER CONCRETE PILLAR PROJECTING 1.83 M (6.00 FT)
 DL5318'ABOVE THE GROUND WHICH EXTENDS TO A DEPTH OF APPROXIMATELY 1.5 M (5.0
 DL5318'FT), THEN EXPANDS TO A DIAMETER OF 91 CM (36 INCHES) FOR ANOTHER 2.1 M
 DL5318'(7.0 FT) INTO THE GLACIAL TILL FOR A TOTAL OF 3.65 M (12.0 FT) UNDER
 DL5318'GROUND.  HAS A STAINLESS STEEL CAP PLATE, 3/4 INCH THICK AND 23 CM (9
 DL5318'INCHES) IN DIAMETER AND ARE FASTENED TO THE TOP OF THE PILLAR USING
 DL5318'NON-SHRINK GROUT.  THE DATUM POINT IS IN THE CENTER OF EACH PLATE THE
 DL5318'TOP OF A 5/8 INCH (16 MM) DIAMETER STAINLESS STEEL STUD WITH NATIONAL
 DL5318'COURSE THREADS.
 DL5318'
 DL5318'NOTE - THE PILLAR HAS RED PAINTED IDENTIFIER LETTERING "15" ON ITS
 DL5318'SIDE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NE1100 ***********************************************************************
 NE1100  DESIGNATION -  TECUMSEH
 NE1100  PID         -  NE1100
 NE1100  STATE/COUNTY-  ON/ESSEX
 NE1100  COUNTRY     -  CANADA
 NE1100  NTS MAPSHEET-  BELLE RIVER (2020)
 NE1100
 NE1100                         *CURRENT SURVEY CONTROL
 NE1100  ______________________________________________________________________
 NE1100* NAD 83(1995) POSITION- 42 19 56.70350(N) 082 53 20.47634(W)   ADJUSTED
 NE1100* NAVD 88 ORTHO HEIGHT -   177.    (meters)      581.    (feet) SCALED
 NE1100  ______________________________________________________________________
 NE1100  GEOID HEIGHT    -        -35.192 (meters)                     EGM08
 NE1100  HORZ ORDER      -  FIRST
 NE1100
 NE1100.The positional and height information provided upon this datasheet are not
 NE1100.officially recognized by the Government of Canada, provincial governments
 NE1100.within Canada, nor are they intended to replace or substitute for them.
 NE1100.The intent of sharing this data is to allow access to positions or heights
 NE1100.recognized by the United States Government. Passive control that is used by
 NE1100.both nations may share the same or similar designations or descriptions but
 NE1100.do not share official positions or heights. The 'Station Description' may
 NE1100.originate from a Canadian 'Station Report' and if so contains information
 NE1100.licensed under the 'Open Government License - Canada'.
 NE1100
 NE1100.The horizontal coordinates were established by classical geodetic methods
 NE1100.and adjusted by the National Geodetic Survey in April 1998.
 NE1100
 NE1100.The orthometric height was scaled from a topographic map.
 NE1100
 NE1100.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1100
 NE1100.Click photographs - Photos may exist for this station.
 NE1100
 NE1100. The following values were computed from the NAD 83(1995) position.
 NE1100
 NE1100;                    North         East     Units Scale Factor Converg.
 NE1100;UTM  17      - 4,688,413.286   344,369.952   MT  0.99989802   -1 16 20.6
 NE1100
 NE1100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1100!UTM  17      -   0.99997779  x   0.99989802  =   0.99987581
 NE1100
 NE1100:                Primary Azimuth Mark                     Grid Az
 NE1100:UTM  17      -  MT CLEMENS                               014 37 50.8
 NE1100
 NE1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG4436988413(NAD 83)
 NE1100
 NE1100|---------------------------------------------------------------------|
 NE1100| PID    Reference Object                     Distance      Geod. Az  |
 NE1100|                                                           dddmmss.s |
 NE1100| NE1174 MT CLEMENS                          APPROX.27.6 KM 0132130.2 |
 NE1100|---------------------------------------------------------------------|
 NE1100
 NE1100                          SUPERSEDED SURVEY CONTROL
 NE1100
 NE1100  NAD 83(1986)-  42 19 56.67592(N)    082 53 20.53656(W) AD(       ) 1
 NE1100  NAD 27      -  42 19 56.53500(N)    082 53 20.83600(W) AD(       ) 1
 NE1100
 NE1100.Superseded values are not recommended for survey control.
 NE1100
 NE1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1100.See file dsdata.pdf to determine how the superseded data were derived.
 NE1100
 NE1100
 NE1100  HISTORY     - Date     Condition        Report By
 NE1100  HISTORY     - 1910     MONUMENTED       USLS
 NE1100  HISTORY     - 1934     SEE DESCRIPTION  CGS
 NE1100
 NE1100                          STATION DESCRIPTION
 NE1100
 NE1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE1100'ON SHORE OF LAKE ST. CLAIR, IN EAST SANDWICH TOWNSHIP, 1/8 MILE
 NE1100'EAST OF POINT
 NE1100'WHERE ELECTRIC RAILROAD LINE TURNS SOUTH TO VILLAGE OF TECUMSEH,
 NE1100'38.85 FEET NORTH OF NORTH SIDE
 NE1100'OF CONCRETE WALK AT EAST SIDE OF DRIVEWAY, 56.4 FEET
 NE1100'NORTHEAST OF INTERSECTION OF LOT LINE WITH NORTH
 NE1100'SIDE OF WALK, 43.3 FEET EAST-NORTHEAST
 NE1100'OF 8-INCH MAPLE, AND 57.2 FEET SOUTHEAST OF 8-INCH MAPLE.  PROBABLY
 NE1100'MARKED BY BOLT IN
 NE1100'CONCRETE MONUMENT.  IN 1934 IT WAS REPORTED THAT STATION WAS UNDER
 NE1100'BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NE1101 ***********************************************************************
 NE1101  DESIGNATION -  TECUMSEH CATHOLIC CHURCH CROSS
 NE1101  PID         -  NE1101
 NE1101  STATE/COUNTY-  ON/ESSEX
 NE1101  COUNTRY     -  CANADA
 NE1101  NTS MAPSHEET-  BELLE RIVER (2020)
 NE1101
 NE1101                         *CURRENT SURVEY CONTROL
 NE1101  ______________________________________________________________________
 NE1101* NAD 83(1995) POSITION- 42 18 40.77872(N) 082 53 11.17363(W)   ADJUSTED
 NE1101  ______________________________________________________________________
 NE1101  GEOID HEIGHT    -        -35.216 (meters)                     EGM08
 NE1101  HORZ ORDER      -  THIRD
 NE1101
 NE1101.The positional and height information provided upon this datasheet are not
 NE1101.officially recognized by the Government of Canada, provincial governments
 NE1101.within Canada, nor are they intended to replace or substitute for them.
 NE1101.The intent of sharing this data is to allow access to positions or heights
 NE1101.recognized by the United States Government. Passive control that is used by
 NE1101.both nations may share the same or similar designations or descriptions but
 NE1101.do not share official positions or heights. The 'Station Description' may
 NE1101.originate from a Canadian 'Station Report' and if so contains information
 NE1101.licensed under the 'Open Government License - Canada'.
 NE1101
 NE1101.The horizontal coordinates were established by classical geodetic methods
 NE1101.and adjusted by the National Geodetic Survey in April 1998.
 NE1101
 NE1101.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1101
 NE1101.Click photographs - Photos may exist for this station.
 NE1101
 NE1101. The following values were computed from the NAD 83(1995) position.
 NE1101
 NE1101;                    North         East     Units Scale Factor Converg.
 NE1101;UTM  17      - 4,686,066.686   344,530.920   MT  0.99989740   -1 16 12.5
 NE1101
 NE1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG4453086066(NAD 83)
 NE1101
 NE1101                          SUPERSEDED SURVEY CONTROL
 NE1101
 NE1101  NAD 83(1986)-  42 18 40.78621(N)    082 53 11.20556(W) AD(       ) 3
 NE1101  NAD 27      -  42 18 40.64600(N)    082 53 11.50300(W) AD(       ) 3
 NE1101
 NE1101.Superseded values are not recommended for survey control.
 NE1101
 NE1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1101.See file dsdata.pdf to determine how the superseded data were derived.
 NE1101
 NE1101_MARKER: 91 = CHURCH CROSS
 NE1101
 NE1101  HISTORY     - Date     Condition        Report By
 NE1101  HISTORY     - 1932     FIRST OBSERVED   CGS
 NE1101
 NE1101                          STATION DESCRIPTION
 NE1101
 NE1101'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC1236 ***********************************************************************
 TC1236  DESIGNATION -  TERRACE
 TC1236  PID         -  TC1236
 TC1236  STATE/COUNTY-  ON/RAINY RIVER
 TC1236  COUNTRY     -  CANADA
 TC1236  NTS MAPSHEET-  PINEWOOD (2020)
 TC1236
 TC1236                         *CURRENT SURVEY CONTROL
 TC1236  ______________________________________________________________________
 TC1236* NAD 83(1996) POSITION- 48 42 16.01021(N) 094 16 41.56320(W)   ADJUSTED
 TC1236* NAVD 88 ORTHO HEIGHT -   329.    (meters)     1079.    (feet) SCALED
 TC1236  ______________________________________________________________________
 TC1236  GEOID HEIGHT    -        -29.388 (meters)                     EGM08
 TC1236  HORZ ORDER      -  THIRD
 TC1236
 TC1236.The positional and height information provided upon this datasheet are not
 TC1236.officially recognized by the Government of Canada, provincial governments
 TC1236.within Canada, nor are they intended to replace or substitute for them.
 TC1236.The intent of sharing this data is to allow access to positions or heights
 TC1236.recognized by the United States Government. Passive control that is used by
 TC1236.both nations may share the same or similar designations or descriptions but
 TC1236.do not share official positions or heights. The 'Station Description' may
 TC1236.originate from a Canadian 'Station Report' and if so contains information
 TC1236.licensed under the 'Open Government License - Canada'.
 TC1236
 TC1236.The horizontal coordinates were established by classical geodetic methods
 TC1236.and adjusted by the National Geodetic Survey in March 1999.
 TC1236
 TC1236.The orthometric height was scaled from a topographic map.
 TC1236
 TC1236.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1236
 TC1236.Click photographs - Photos may exist for this station.
 TC1236
 TC1236. The following values were computed from the NAD 83(1996) position.
 TC1236
 TC1236;                    North         East     Units Scale Factor Converg.
 TC1236;UTM  15      - 5,395,389.624   405,957.424   MT  0.99970865   -0 57 37.5
 TC1236
 TC1236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1236!UTM  15      -   0.99995299  x   0.99970865  =   0.99966165
 TC1236
 TC1236:                Primary Azimuth Mark                     Grid Az
 TC1236:UTM  15      -  TRAIL                                    170 21 33.4
 TC1236
 TC1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP0595795389(NAD 83)
 TC1236
 TC1236|---------------------------------------------------------------------|
 TC1236| PID    Reference Object                     Distance      Geod. Az  |
 TC1236|                                                           dddmmss.s |
 TC1236| TC1239 TRAIL                               APPROX. 0.6 KM 1692355.9 |
 TC1236| TC0948 LOST                                310.321 METERS 20353     |
 TC1236| TC1024 BOUNDARY REF MON 118                424.769 METERS 3081233.7 |
 TC1236|---------------------------------------------------------------------|
 TC1236
 TC1236                          SUPERSEDED SURVEY CONTROL
 TC1236
 TC1236  NAD 83(1986)-  48 42 15.99272(N)    094 16 41.55446(W) AD(       ) 3
 TC1236
 TC1236.Superseded values are not recommended for survey control.
 TC1236
 TC1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1236.See file dsdata.pdf to determine how the superseded data were derived.
 TC1236
 TC1236_MARKER: X = CHISELED CROSS
 TC1236_SETTING: 80 = SET IN A BOULDER
 TC1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1236+STABILITY: SURFACE MOTION
 TC1236
 TC1236  HISTORY     - Date     Condition        Report By
 TC1236  HISTORY     - 1914     MONUMENTED       IBC
 TC1236
 TC1236                          STATION DESCRIPTION
 TC1236
 TC1236'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC1236'ON THE NORTH BANK OF RAINY RIVER, ABOUT 1-3/8 MILES EAST OF PINEWOOD,
 TC1236'ONTARIO.  THE STATION IS ABOUT 8 METERS ABOVE AND 17 METERS BACK FROM
 TC1236'THE RIVER AND ABOUT 40 METERS WEST OF AN OLD BUILDING.
 TC1236'
 TC1236'STATION MARK--A CROSS CUT IN A STONE.  SUBSURFACE MARK IS A BALL OF
 TC1236'WIRE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0779 ***********************************************************************
 RJ0779  DESIGNATION -  TERTIARY 10 R USLS
 RJ0779  PID         -  RJ0779
 RJ0779  STATE/COUNTY-  ON/ALGOMA
 RJ0779  COUNTRY     -  CANADA
 RJ0779  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ0779
 RJ0779                         *CURRENT SURVEY CONTROL
 RJ0779  ______________________________________________________________________
 RJ0779* NAD 83(1986) POSITION- 46 31 54.61608(N) 084 08 52.04479(W)   ADJUSTED
 RJ0779* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0779  ______________________________________________________________________
 RJ0779  GEOID HEIGHT    -        -37.229 (meters)                     EGM08
 RJ0779  HORZ ORDER      -  THIRD
 RJ0779
 RJ0779.The positional and height information provided upon this datasheet are not
 RJ0779.officially recognized by the Government of Canada, provincial governments
 RJ0779.within Canada, nor are they intended to replace or substitute for them.
 RJ0779.The intent of sharing this data is to allow access to positions or heights
 RJ0779.recognized by the United States Government. Passive control that is used by
 RJ0779.both nations may share the same or similar designations or descriptions but
 RJ0779.do not share official positions or heights. The 'Station Description' may
 RJ0779.originate from a Canadian 'Station Report' and if so contains information
 RJ0779.licensed under the 'Open Government License - Canada'.
 RJ0779
 RJ0779.The horizontal coordinates were established by classical geodetic methods
 RJ0779.and adjusted by the National Geodetic Survey in July 1986.
 RJ0779
 RJ0779.The orthometric height was scaled from a topographic map.
 RJ0779
 RJ0779.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0779
 RJ0779.Click photographs - Photos may exist for this station.
 RJ0779
 RJ0779. The following values were computed from the NAD 83(1986) position.
 RJ0779
 RJ0779;                    North         East     Units Scale Factor Converg.
 RJ0779;UTM  16      - 5,157,093.743   718,722.936   MT  1.00018808   +2 04 15.0
 RJ0779
 RJ0779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0779!UTM  16      -   0.99997825  x   1.00018808  =   1.00016632
 RJ0779
 RJ0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1872257093(NAD 83)
 RJ0779
 RJ0779                          SUPERSEDED SURVEY CONTROL
 RJ0779
 RJ0779  NAD 27      -  46 31 54.53000(N)    084 08 51.93500(W) AD(       ) 3
 RJ0779  USSD        -  46 31 54.38000(N)    084 08 52.60000(W) AD(       ) 3
 RJ0779
 RJ0779.Superseded values are not recommended for survey control.
 RJ0779
 RJ0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0779.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0779
 RJ0779_MARKER: N = NAIL
 RJ0779_SETTING: 0 = UNSPECIFIED SETTING
 RJ0779_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0779
 RJ0779  HISTORY     - Date     Condition        Report By
 RJ0779  HISTORY     - 1895     MONUMENTED       USLS
 RJ0779  HISTORY     - 1958     MARK NOT FOUND   IBC
 RJ0779
 RJ0779                          STATION DESCRIPTION
 RJ0779
 RJ0779'DESCRIBED BY US LAKE SURVEY 1895
 RJ0779'IN OPEN GRASSY FIELD, 20 FEET BACK FROM TOP OF BANK, ABOUT 40 FEET
 RJ0779'BACK FROM SHORE, AND 15 FEET ABOVE WATER.  IT IS ABOUT 70 FEET S
 RJ0779'OF ROAD AND IS 156.06 METERS (512.02 FEET) FROM STATION TURN 1943,
 RJ0779'S 65 DEG 07 MIN W.
 RJ0779'
 RJ0779'STATION MARK--SUBSURFACE MARK IS A 1/2-INCH DRILL HOLE 2 INCHES DEEP
 RJ0779'IN ORIGINAL LIMESTONE, 6 BY 6 INCHES, SET 2 FEET UNDERGROUND.  IT
 RJ0779'IS INSCRIBED BY A SQUARE FOLLOWED BY---X---.  SURFACE MARK IS A
 RJ0779'CEDAR POST 4 INCHES IN DIAMETER AND 29 INCHES LONG SET ON STONE AND
 RJ0779'PROJECTS 5 INCHES ABOVE SURFACE OF GROUND WITH NAIL FOR CENTER MARK.
 RJ0779'
 RJ0779'DATE OF ESTABLISHMENT IS A GUESS.
 RJ0779
 RJ0779                          STATION RECOVERY (1958)
 RJ0779
 RJ0779'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0779'SEARCHED FOR, BUT NOT RECOVERED.  POST IS GONE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0752 ***********************************************************************
 RJ0752  DESIGNATION -  TERTIARY 16 USLS
 RJ0752  PID         -  RJ0752
 RJ0752  STATE/COUNTY-  ON/ALGOMA
 RJ0752  COUNTRY     -  CANADA
 RJ0752  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ0752
 RJ0752                         *CURRENT SURVEY CONTROL
 RJ0752  ______________________________________________________________________
 RJ0752* NAD 83(1986) POSITION- 46 31 32.05070(N) 084 07 19.67765(W)   ADJUSTED
 RJ0752* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0752  ______________________________________________________________________
 RJ0752  GEOID HEIGHT    -        -37.229 (meters)                     EGM08
 RJ0752  HORZ ORDER      -  THIRD
 RJ0752
 RJ0752.The positional and height information provided upon this datasheet are not
 RJ0752.officially recognized by the Government of Canada, provincial governments
 RJ0752.within Canada, nor are they intended to replace or substitute for them.
 RJ0752.The intent of sharing this data is to allow access to positions or heights
 RJ0752.recognized by the United States Government. Passive control that is used by
 RJ0752.both nations may share the same or similar designations or descriptions but
 RJ0752.do not share official positions or heights. The 'Station Description' may
 RJ0752.originate from a Canadian 'Station Report' and if so contains information
 RJ0752.licensed under the 'Open Government License - Canada'.
 RJ0752
 RJ0752.The horizontal coordinates were established by classical geodetic methods
 RJ0752.and adjusted by the National Geodetic Survey in July 1986.
 RJ0752
 RJ0752.The orthometric height was scaled from a topographic map.
 RJ0752
 RJ0752.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0752
 RJ0752.Click photographs - Photos may exist for this station.
 RJ0752
 RJ0752. The following values were computed from the NAD 83(1986) position.
 RJ0752
 RJ0752;                    North         East     Units Scale Factor Converg.
 RJ0752;UTM  16      - 5,156,468.750   720,715.817   MT  1.00019884   +2 05 21.3
 RJ0752
 RJ0752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0752!UTM  16      -   0.99997824  x   1.00019884  =   1.00017708
 RJ0752
 RJ0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2071556468(NAD 83)
 RJ0752
 RJ0752                          SUPERSEDED SURVEY CONTROL
 RJ0752
 RJ0752  NAD 27      -  46 31 31.96400(N)    084 07 19.57000(W) AD(       ) 3
 RJ0752  USSD        -  46 31 32.71000(N)    084 07 18.73000(W) AD(       ) 3
 RJ0752
 RJ0752.Superseded values are not recommended for survey control.
 RJ0752
 RJ0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0752.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0752
 RJ0752_MARKER: Z = SEE DESCRIPTION
 RJ0752_SETTING: 0 = UNSPECIFIED SETTING
 RJ0752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0752
 RJ0752  HISTORY     - Date     Condition        Report By
 RJ0752  HISTORY     - 1896     MONUMENTED       USLS
 RJ0752  HISTORY     - 1943     GOOD             IBC
 RJ0752
 RJ0752                          STATION DESCRIPTION
 RJ0752
 RJ0752'DESCRIBED BY US LAKE SURVEY 1896
 RJ0752'ON SQUIRREL ISLAND, 1/2 MILE SSW OF REFERENCE MONUMENT 25, AT TOP
 RJ0752'OF BANK, IN WOODS, AND 4 FEET W OF BEATEN PATH ALONG THE BANK.  IT
 RJ0752'IS ABOUT 8 FEET ABOVE HIGH - WATER MARK, BACK OF FLAT SWAMPY GROUND,
 RJ0752'ABOUT 400 FEET TO OPEN WATER, 28.3 FEET SW OF 10-INCH PINE TREE, 56.0
 RJ0752'FEET W OF 24-INCH PINE TREE, AND 25.4 FEET W OF 16-INCH PINE TREE
 RJ0752'WITH FORK ON N SIDE.
 RJ0752'
 RJ0752'STATION MARK IS A 3/4-INCH DRILL HOLE 3/4 INCH DEEP IN FLAT LIMESTONE
 RJ0752'INSCRIBED WITH SQUARE AND---XVI---CUT IN SURFACE OF FLAT LIMESTONE
 RJ0752'AND SET 2-1/2 FEET BELOW SURFACE OF GROUND.  SURFACE MARK IS OLD CEDAR
 RJ0752'POST SET OVER CENTER AND REMAINS OF OLD TIMBER TRIPOD INSTRUMENT
 RJ0752'STAND.  THE STATION WAS ESTABLISHED SOMETIME AFTER 1878.  DATE OF
 RJ0752'ESTABLISHMENT IS A GUESS.
 RJ0752
 RJ0752                          STATION RECOVERY (1943)
 RJ0752
 RJ0752'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0752'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0997 ***********************************************************************
 RJ0997  DESIGNATION -  TERTIARY 17 USLS
 RJ0997  PID         -  RJ0997
 RJ0997  STATE/COUNTY-  ON/ALGOMA
 RJ0997  COUNTRY     -  CANADA
 RJ0997  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ0997
 RJ0997                         *CURRENT SURVEY CONTROL
 RJ0997  ______________________________________________________________________
 RJ0997* NAD 83(1986) POSITION- 46 29 41.44734(N) 084 15 57.50421(W)   ADJUSTED
 RJ0997* NAVD 88 ORTHO HEIGHT -   178.    (meters)      584.    (feet) SCALED
 RJ0997  ______________________________________________________________________
 RJ0997  GEOID HEIGHT    -        -37.178 (meters)                     EGM08
 RJ0997  HORZ ORDER      -  THIRD
 RJ0997
 RJ0997.The positional and height information provided upon this datasheet are not
 RJ0997.officially recognized by the Government of Canada, provincial governments
 RJ0997.within Canada, nor are they intended to replace or substitute for them.
 RJ0997.The intent of sharing this data is to allow access to positions or heights
 RJ0997.recognized by the United States Government. Passive control that is used by
 RJ0997.both nations may share the same or similar designations or descriptions but
 RJ0997.do not share official positions or heights. The 'Station Description' may
 RJ0997.originate from a Canadian 'Station Report' and if so contains information
 RJ0997.licensed under the 'Open Government License - Canada'.
 RJ0997
 RJ0997.The horizontal coordinates were established by classical geodetic methods
 RJ0997.and adjusted by the National Geodetic Survey in July 1986.
 RJ0997
 RJ0997.The orthometric height was scaled from a topographic map.
 RJ0997
 RJ0997.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0997
 RJ0997.Click photographs - Photos may exist for this station.
 RJ0997
 RJ0997. The following values were computed from the NAD 83(1986) position.
 RJ0997
 RJ0997;                    North         East     Units Scale Factor Converg.
 RJ0997;UTM  16      - 5,152,662.738   709,802.783   MT  1.00014109   +1 59 01.5
 RJ0997
 RJ0997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0997!UTM  16      -   0.99997793  x   1.00014109  =   1.00011901
 RJ0997
 RJ0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0980252662(NAD 83)
 RJ0997
 RJ0997|---------------------------------------------------------------------|
 RJ0997| PID    Reference Object                     Distance      Geod. Az  |
 RJ0997|                                                           dddmmss.s |
 RJ0997| RJ0996 RAMSEY                               28.133 METERS 00239     |
 RJ0997| RJ0995 REF MON 32                           14.264 METERS 06847     |
 RJ0997| RJ1000 OAK                                 356.979 METERS 31432     |
 RJ0997|---------------------------------------------------------------------|
 RJ0997
 RJ0997                          SUPERSEDED SURVEY CONTROL
 RJ0997
 RJ0997  NAD 27      -  46 29 41.37200(N)    084 15 57.36900(W) AD(       ) 3
 RJ0997  USSD        -  46 29 42.10000(N)    084 15 56.60000(W) AD(       ) 3
 RJ0997
 RJ0997.Superseded values are not recommended for survey control.
 RJ0997
 RJ0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0997.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0997
 RJ0997_MARKER: Z = SEE DESCRIPTION
 RJ0997_SETTING: 0 = UNSPECIFIED SETTING
 RJ0997_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0997
 RJ0997  HISTORY     - Date     Condition        Report By
 RJ0997  HISTORY     - 1895     MONUMENTED       USLS
 RJ0997  HISTORY     - 1943     GOOD             IBC
 RJ0997  HISTORY     - 1958     GOOD             IBC
 RJ0997
 RJ0997                          STATION DESCRIPTION
 RJ0997
 RJ0997'DESCRIBED BY US LAKE SURVEY 1895
 RJ0997'ON COOK ISLAND, 1-1/2 MILES DOWNSTREAM FROM TOPSAIL ISLAND.  IT IS
 RJ0997'ABOUT 75 FEET S OF A CABIN IN TIMBER, 90 FEET FROM WATER, AND 2
 RJ0997'FEET ABOVE.
 RJ0997'
 RJ0997'THIS WAS ESTABLISHED SOMETIME AFTER 1878.  DATE OF ESTABLISHMENT
 RJ0997'IS A GUESS.
 RJ0997
 RJ0997                          STATION RECOVERY (1943)
 RJ0997
 RJ0997'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0997'RECOVERED IN GOOD CONDITION.
 RJ0997'
 RJ0997'REFERENCE MONUMENT 32 IS 46.80 FEET FROM THE STATION,
 RJ0997'N 68 DEG 48 MIN E, AND RAMSAY 1943 IS 92.82 FT FROM
 RJ0997'STATION, N 02 DEG 39 MIN E.  COOK ISLAND
 RJ0997'WAS FLOODED BY HIGH WATER ON THE E END IN 1943.
 RJ0997'
 RJ0997'STATION MARK IS A 5-INCH DIAMETER POST SURROUNDED BY STONES.
 RJ0997'SUBSURFACE MARK WAS RECOVERED 18 INCHES UNDERGROUND AND IS MARKED
 RJ0997'BY A 1/2 INCH DRILL HOLE 3/4 INCH DEEP.  THE INSCRIPTION WAS NOT
 RJ0997'UNCOVERED.
 RJ0997
 RJ0997                          STATION RECOVERY (1958)
 RJ0997
 RJ0997'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0997'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0751 ***********************************************************************
 RJ0751  DESIGNATION -  TERTIARY 18 USLS
 RJ0751  PID         -  RJ0751
 RJ0751  STATE/COUNTY-  ON/ALGOMA
 RJ0751  COUNTRY     -  CANADA
 RJ0751  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ0751
 RJ0751                         *CURRENT SURVEY CONTROL
 RJ0751  ______________________________________________________________________
 RJ0751* NAD 83(1986) POSITION- 46 31 16.82740(N) 084 07 19.58661(W)   ADJUSTED
 RJ0751* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0751  ______________________________________________________________________
 RJ0751  GEOID HEIGHT    -        -37.229 (meters)                     EGM08
 RJ0751  HORZ ORDER      -  THIRD
 RJ0751
 RJ0751.The positional and height information provided upon this datasheet are not
 RJ0751.officially recognized by the Government of Canada, provincial governments
 RJ0751.within Canada, nor are they intended to replace or substitute for them.
 RJ0751.The intent of sharing this data is to allow access to positions or heights
 RJ0751.recognized by the United States Government. Passive control that is used by
 RJ0751.both nations may share the same or similar designations or descriptions but
 RJ0751.do not share official positions or heights. The 'Station Description' may
 RJ0751.originate from a Canadian 'Station Report' and if so contains information
 RJ0751.licensed under the 'Open Government License - Canada'.
 RJ0751
 RJ0751.The horizontal coordinates were established by classical geodetic methods
 RJ0751.and adjusted by the National Geodetic Survey in July 1986.
 RJ0751
 RJ0751.The orthometric height was scaled from a topographic map.
 RJ0751
 RJ0751.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0751
 RJ0751.Click photographs - Photos may exist for this station.
 RJ0751
 RJ0751. The following values were computed from the NAD 83(1986) position.
 RJ0751
 RJ0751;                    North         East     Units Scale Factor Converg.
 RJ0751;UTM  16      - 5,155,998.972   720,734.896   MT  1.00019895   +2 05 20.9
 RJ0751
 RJ0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0751!UTM  16      -   0.99997824  x   1.00019895  =   1.00017719
 RJ0751
 RJ0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2073455998(NAD 83)
 RJ0751
 RJ0751                          SUPERSEDED SURVEY CONTROL
 RJ0751
 RJ0751  NAD 27      -  46 31 16.74115(N)    084 07 19.47947(W) AD(       ) 3
 RJ0751  USSD        -  46 31 17.48000(N)    084 07 18.64000(W) AD(       ) 3
 RJ0751
 RJ0751.Superseded values are not recommended for survey control.
 RJ0751
 RJ0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0751.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0751
 RJ0751_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0751+STABILITY: SURFACE MOTION
 RJ0751
 RJ0751  HISTORY     - Date     Condition        Report By
 RJ0751  HISTORY     - 1896     MONUMENTED       USLS
 RJ0751
 RJ0751                          STATION DESCRIPTION
 RJ0751
 RJ0751'DESCRIBED BY US LAKE SURVEY 1896
 RJ0751'ON POINT OF SQUIRREL ISLAND, OPPOSITE OLD CHURCHVILLE, SUGAR ISLAND,
 RJ0751'IN FRONT OF MR ELGIES SUMMER HOUSE.  IT IS AT TOP OF BANK, 7 FEET
 RJ0751'ABOVE HIGH - WATER MARK IN LAWN, 56.2 FEET FROM N CORNER OF CONCRETE
 RJ0751'FOUNDATION OF HOUSE, AND 67.6 FEET FROM S CORNER OF CONCRETE
 RJ0751'FOUNDATION.
 RJ0751'
 RJ0751'STATION MARK IS A STANDARD I B C BRONZE DISK SET IN A CYLINDER OF
 RJ0751'CONCRETE, 7 INCHES IN DIAMETER AND 20 INCHES LONG, SET 1 INCH BELOW
 RJ0751'SURFACE OVER CENTER OF OLD STATION.  SUBSURFACE MARK IS A 3/4 INCH
 RJ0751'DRILL HOLE IN LIMESTONE 8 BY 13 INCHES, INSCRIBED BY A SQUARE, AND
 RJ0751'---XVIII---OUT IN FLAT SURFACE OF STONE, AND SET 2 FEET UNDERGROUND.
 RJ0751'STATION WAS ESTABLISHED SOMETIME AFTER 1878, ACTUAL DATE NOT KNOWN.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0747 ***********************************************************************
 RJ0747  DESIGNATION -  TERTIARY 22 USLS
 RJ0747  PID         -  RJ0747
 RJ0747  STATE/COUNTY-  ON/ALGOMA
 RJ0747  COUNTRY     -  CANADA
 RJ0747  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ0747
 RJ0747                         *CURRENT SURVEY CONTROL
 RJ0747  ______________________________________________________________________
 RJ0747* NAD 83(1986) POSITION- 46 30 50.76304(N) 084 06 44.78172(W)   ADJUSTED
 RJ0747* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0747  ______________________________________________________________________
 RJ0747  GEOID HEIGHT    -        -37.229 (meters)                     EGM08
 RJ0747  HORZ ORDER      -  THIRD
 RJ0747
 RJ0747.The positional and height information provided upon this datasheet are not
 RJ0747.officially recognized by the Government of Canada, provincial governments
 RJ0747.within Canada, nor are they intended to replace or substitute for them.
 RJ0747.The intent of sharing this data is to allow access to positions or heights
 RJ0747.recognized by the United States Government. Passive control that is used by
 RJ0747.both nations may share the same or similar designations or descriptions but
 RJ0747.do not share official positions or heights. The 'Station Description' may
 RJ0747.originate from a Canadian 'Station Report' and if so contains information
 RJ0747.licensed under the 'Open Government License - Canada'.
 RJ0747
 RJ0747.The horizontal coordinates were established by classical geodetic methods
 RJ0747.and adjusted by the National Geodetic Survey in July 1986.
 RJ0747
 RJ0747.The orthometric height was scaled from a topographic map.
 RJ0747
 RJ0747.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0747
 RJ0747.Click photographs - Photos may exist for this station.
 RJ0747
 RJ0747. The following values were computed from the NAD 83(1986) position.
 RJ0747
 RJ0747;                    North         East     Units Scale Factor Converg.
 RJ0747;UTM  16      - 5,155,221.622   721,505.845   MT  1.00020314   +2 05 45.2
 RJ0747
 RJ0747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0747!UTM  16      -   0.99997824  x   1.00020314  =   1.00018138
 RJ0747
 RJ0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2150555221(NAD 83)
 RJ0747
 RJ0747                          SUPERSEDED SURVEY CONTROL
 RJ0747
 RJ0747  NAD 27      -  46 30 50.67700(N)    084 06 44.67800(W) AD(       ) 3
 RJ0747  USSD        -  46 30 51.40000(N)    084 06 43.84000(W) AD(       ) 3
 RJ0747
 RJ0747.Superseded values are not recommended for survey control.
 RJ0747
 RJ0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0747.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0747
 RJ0747_MARKER: S = SPIKE
 RJ0747_SETTING: 0 = UNSPECIFIED SETTING
 RJ0747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0747
 RJ0747  HISTORY     - Date     Condition        Report By
 RJ0747  HISTORY     - 1896     MONUMENTED       USLS
 RJ0747  HISTORY     - 1958     GOOD             IBC
 RJ0747
 RJ0747                          STATION DESCRIPTION
 RJ0747
 RJ0747'DESCRIBED BY US LAKE SURVEY 1896
 RJ0747'ON NW SIDE OF SAND ISLAND, S OF SQUIRREL ISLAND, AND ABOUT 250 FEET
 RJ0747'E OF SHORE OF LAKE GEORGE.  IT IS ON FLAT GROUND, ABOUT 6 FEET ABOVE
 RJ0747'WATER LEVEL, AND IS 152.737 METERS (501.12 FEET) FROM STATION SAND
 RJ0747'1943, S 09 DEG 14 MIN W.
 RJ0747'
 RJ0747'STATION MARK IS A 3/4-INCH DRILL HOLE IN FLAT LIMESTONE, 8 BY 14
 RJ0747'INCHES, SET 3-1/2 FEET UNDERGROUND.  A CEDAR POST, 10 INCHES IN
 RJ0747'DIAMETER AND 5 FEET LONG, WAS SET ON UNDERGROUND MARK AND CENTERED
 RJ0747'OVER IT, PROJECTING 1-1/2 FEET ABOVE SURFACE OF GROUND.  THE CENTER
 RJ0747'WAS MARKED BY A SPIKE DRIVEN FLUSH WITH TOP OF POST.
 RJ0747'
 RJ0747'THIS STATION WAS ESTABLISHED SOMETIME AFTER 1878.  DATE OF ESTABLISHED
 RJ0747'SOMETIME AFTER 1878.  DATE OF ESTABLISHMENT IS A GUESS EXACT DATE
 RJ0747'NOT KNOWN.
 RJ0747
 RJ0747                          STATION RECOVERY (1958)
 RJ0747
 RJ0747'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0747'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RH0018 ***********************************************************************
 RH0018  DESIGNATION -  THESSALON 2 IBC 1944
 RH0018  PID         -  RH0018
 RH0018  STATE/COUNTY-  ON/ALGOMA
 RH0018  COUNTRY     -  CANADA
 RH0018  NTS MAPSHEET-  JOSEPH ISLAND (2020)
 RH0018
 RH0018                         *CURRENT SURVEY CONTROL
 RH0018  ______________________________________________________________________
 RH0018* NAD 83(1986) POSITION- 46 11 49.76076(N) 083 37 26.55982(W)   ADJUSTED
 RH0018* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RH0018  ______________________________________________________________________
 RH0018  GEOID HEIGHT    -        -37.441 (meters)                     EGM08
 RH0018  HORZ ORDER      -  THIRD
 RH0018
 RH0018.The positional and height information provided upon this datasheet are not
 RH0018.officially recognized by the Government of Canada, provincial governments
 RH0018.within Canada, nor are they intended to replace or substitute for them.
 RH0018.The intent of sharing this data is to allow access to positions or heights
 RH0018.recognized by the United States Government. Passive control that is used by
 RH0018.both nations may share the same or similar designations or descriptions but
 RH0018.do not share official positions or heights. The 'Station Description' may
 RH0018.originate from a Canadian 'Station Report' and if so contains information
 RH0018.licensed under the 'Open Government License - Canada'.
 RH0018
 RH0018.The horizontal coordinates were established by classical geodetic methods
 RH0018.and adjusted by the National Geodetic Survey in July 1986.
 RH0018
 RH0018.The orthometric height was scaled from a topographic map.
 RH0018
 RH0018.Significant digits in the geoid height do not necessarily reflect accuracy.
 RH0018
 RH0018.Click photographs - Photos may exist for this station.
 RH0018
 RH0018. The following values were computed from the NAD 83(1986) position.
 RH0018
 RH0018;                    North         East     Units Scale Factor Converg.
 RH0018;UTM  17      - 5,119,300.414   297,539.912   MT  1.00010391   -1 53 40.1
 RH0018
 RH0018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0018!UTM  17      -   0.99997828  x   1.00010391  =   1.00008219
 RH0018
 RH0018:                Primary Azimuth Mark                     Grid Az
 RH0018:UTM  17      -  SERPENT USLS 1896                        244 03 55.3
 RH0018
 RH0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM9753919300(NAD 83)
 RH0018
 RH0018|---------------------------------------------------------------------|
 RH0018| PID    Reference Object                     Distance      Geod. Az  |
 RH0018|                                                           dddmmss.s |
 RH0018| RH0024 TOWER                               APPROX.18.1 KM 1860152.0 |
 RH0018| RH0026 SERPENT USLS 1896                   APPROX. 5.5 KM 2421015.2 |
 RH0018|---------------------------------------------------------------------|
 RH0018
 RH0018                          SUPERSEDED SURVEY CONTROL
 RH0018
 RH0018  NAD 27      -  46 11 49.68900(N)    083 37 26.52000(W) AD(       ) 3
 RH0018
 RH0018.Superseded values are not recommended for survey control.
 RH0018
 RH0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0018.See file dsdata.pdf to determine how the superseded data were derived.
 RH0018
 RH0018_MARKER: DH = HORIZONTAL CONTROL DISK
 RH0018_SETTING: 80 = SET IN A BOULDER
 RH0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RH0018+STABILITY: SURFACE MOTION
 RH0018
 RH0018  HISTORY     - Date     Condition        Report By
 RH0018  HISTORY     - 1944     MONUMENTED       IBC
 RH0018
 RH0018                          STATION DESCRIPTION
 RH0018
 RH0018'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RH0018'THIS STATION IS NEAR THE SE CORNER OF THESSALON ISLAND, BEING 75
 RH0018'FEET FROM THE EXTREME SE TIP OF THE ISLAND, AND 40 FEET INSHORE FROM
 RH0018'THE NORTH CHANNEL ON THE S SIDE OF THE ISLAND.  THE BASE OF THE
 RH0018'BOULDER ON WHICH THE STATION IS LOCATED IS 4 FEET ABOVE THE WATER
 RH0018'AND JUST AT THE EDGE OF THE TREE LINE.  THIS BOULDER IS 4 BY 2-1/2
 RH0018'FEET BY 2 FEET HIGH, IS INSHORE FROM A NUMBER OF LARGE ROCKS, AND
 RH0018'27 FEET W OF A HUGH BOULDER 6 BY 6 FEET BY 6 FEET HIGH.  A 16-FOOT
 RH0018'TOWER WAS ERECTED OVER THE STATION.
 RH0018'
 RH0018'STATION MARK--THE MARK IS A STANDARD BRONZE I B C DISK SET IN A HOLE
 RH0018'DRILLED IN THE ROCK.  IT IS WELL PROTECTED FROM ICE BY ITS DISTANCE
 RH0018'AND THE LARGER ROCKS BETWEEN IT AND THE SHORE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0609 ***********************************************************************
 TC0609  DESIGNATION -  TOAD
 TC0609  PID         -  TC0609
 TC0609  STATE/COUNTY-  ON/RAINY RIVER
 TC0609  COUNTRY     -  CANADA
 TC0609  NTS MAPSHEET-  RAINY RIVER (2020)
 TC0609
 TC0609                         *CURRENT SURVEY CONTROL
 TC0609  ______________________________________________________________________
 TC0609* NAD 83(1996) POSITION- 48 43 21.87047(N) 094 35 04.28763(W)   ADJUSTED
 TC0609* NAVD 88 ORTHO HEIGHT -   335.    (meters)     1099.    (feet) SCALED
 TC0609  ______________________________________________________________________
 TC0609  GEOID HEIGHT    -        -29.017 (meters)                     EGM08
 TC0609  HORZ ORDER      -  FIRST
 TC0609
 TC0609.The positional and height information provided upon this datasheet are not
 TC0609.officially recognized by the Government of Canada, provincial governments
 TC0609.within Canada, nor are they intended to replace or substitute for them.
 TC0609.The intent of sharing this data is to allow access to positions or heights
 TC0609.recognized by the United States Government. Passive control that is used by
 TC0609.both nations may share the same or similar designations or descriptions but
 TC0609.do not share official positions or heights. The 'Station Description' may
 TC0609.originate from a Canadian 'Station Report' and if so contains information
 TC0609.licensed under the 'Open Government License - Canada'.
 TC0609
 TC0609.The horizontal coordinates were established by classical geodetic methods
 TC0609.and adjusted by the National Geodetic Survey in March 1999.
 TC0609
 TC0609.The orthometric height was scaled from a topographic map.
 TC0609
 TC0609.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0609
 TC0609.Click photographs - Photos may exist for this station.
 TC0609
 TC0609. The following values were computed from the NAD 83(1996) position.
 TC0609
 TC0609;                    North         East     Units Scale Factor Converg.
 TC0609;UTM  15      - 5,397,846.211   383,463.874   MT  0.99976685   -1 11 27.4
 TC0609
 TC0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0609!UTM  15      -   0.99995199  x   0.99976685  =   0.99971885
 TC0609
 TC0609:                Primary Azimuth Mark                     Grid Az
 TC0609:UTM  15      -  TOAD AZ MK                               103 59 21.1
 TC0609
 TC0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8346397846(NAD 83)
 TC0609
 TC0609|---------------------------------------------------------------------|
 TC0609| PID    Reference Object                     Distance      Geod. Az  |
 TC0609|                                                           dddmmss.s |
 TC0609| CO7576 TOAD AZ MK                                         1024753.7 |
 TC0609| TC0615 BAUDETTE NW BELL TEL CO MAST        APPROX. 6.2 KM 2020728.4 |
 TC0609| TC0607 SPOONER MUNICIPAL TANK              APPROX. 0.9 KM 2091754.9 |
 TC0609| TC0605 BAUDETTE MUNICIPAL TANK             APPROX. 1.7 KM 2281930.9 |
 TC0609| CO7577 TOAD RM                              46.124 METERS 25118     |
 TC0609| TC0613 BAUDETTE AIRPORT BEACON             APPROX. 1.4 KM 2624411.1 |
 TC0609| CO7578 TOAD RM 2                            30.975 METERS 33053     |
 TC0609|---------------------------------------------------------------------|
 TC0609
 TC0609                          SUPERSEDED SURVEY CONTROL
 TC0609
 TC0609  NAD 83(1986)-  48 43 21.85269(N)    094 35 04.28032(W) AD(       ) 1
 TC0609  NAD 27      -  48 43 21.95193(N)    094 35 03.54432(W) AD(       ) 1
 TC0609  USSD        -  48 43 22.58900(N)    094 35 03.23500(W) AD(       ) 3
 TC0609
 TC0609.Superseded values are not recommended for survey control.
 TC0609
 TC0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0609.See file dsdata.pdf to determine how the superseded data were derived.
 TC0609
 TC0609
 TC0609  HISTORY     - Date     Condition        Report By
 TC0609  HISTORY     - 1923     MONUMENTED       CGS
 TC0609  HISTORY     - 1925     GOOD             CGS
 TC0609  HISTORY     - 1967     GOOD             CGS
 TC0609  HISTORY     - 1969     GOOD             IBC
 TC0609
 TC0609                          STATION DESCRIPTION
 TC0609
 TC0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 TC0609'ABOUT 1 MILE WEST OF RAINY RIVER, ON FIRST CURVE OF CANADIAN
 TC0609'NATIONAL RAILWAY EAST OF THE INTERNATIONAL BRIDGE BETWEEN BAUDETTE
 TC0609'AND RAINY RIVER, 40 METERS (131 FEET) EAST OF FIRST ROAD CROSSING
 TC0609'TRACK EAST OF BRIDGE, 50 METERS (164 FEET) FROM NEAREST TRACK, AND
 TC0609'ON THE EXTENSION OF CENTER LINE OF MAIN TRACK TO EAST.  SURFACE
 TC0609'AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 TC0609'REFERENCE MARK IS STANDARD REFERENCE DISK IN
 TC0609'CONCRETE, 46.21 METERS (151.6 FEET) FROM STATION.
 TC0609
 TC0609                          STATION RECOVERY (1967)
 TC0609
 TC0609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LMC)
 TC0609'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 TC0609'MARK HAS BEEN DISTURBED AND IS TILTED TO THE WEST.  AN AZIMUTH
 TC0609'MARK AND REFERENCE MARK 2 WERE ESTABLISHED AT THIS TIME.  DUE TO
 TC0609'VARIOUS REASONS A COMPLETE NEW DESCRIPTION FOLLOWS--
 TC0609'
 TC0609'STATION IS LOCATED 3/4 MILE NORTHEAST OF BAUDETTE, MINNESOTA,
 TC0609'1 MILE WEST OF RAINY RIVER, ON FIRST CURVE OF CANADIAN NATIONAL
 TC0609'RAILWAY, 0.15 MILE NORTHEAST OF INTERNATIONAL BRIDGE AND 0.1 MILE
 TC0609'NORTH OF INTERSECTION OF HIGHWAY 11 AND 600.  STATION IS ON
 TC0609'PROPERTY OF THE CANADIAN NATIONAL RAILWAY AND THE REFERENCE MARK
 TC0609'IS ON PROPERTY OF MR. ALEC WARNUK.
 TC0609'
 TC0609'TO REACH STATION FROM JUNCTION OF STATE ROUTES 11 AND 72 IN THE
 TC0609'BUSINESS SECTION OF BAUDETTE, MINNESOTA, GO NORTH ON STATE ROUTE
 TC0609'72 TOWARD THE INTERNATIONAL BRIDGE FOR 0.45 MILE TO U.S. CUSTOMS
 TC0609'AND TOLL GATE, CONTINUE NORTHEAST CROSSING THE INTERNATIONAL
 TC0609'BRIDGE FOR 0.4 MILE TO CANDIAN CUSTOMS.  CONTINUE NORTHEAST ON
 TC0609'HIGHWAY 11 FOR 0.1 MILE TO JUNCTION OF ONTARIO HIGHWAYS 11 AND
 TC0609'600.  (TO REACH THE AZIMUTH MARK FROM HERE, CONTINUE AHEAD ON
 TC0609'HIGHWAY 11 AND GO EAST FOR 0.2 MILE TO MARK ON RIGHT AS
 TC0609'DESCRIBED.) TURN LEFT AND GO NORTH ON HIGHWAY 600 FOR 0.1 MILE TO
 TC0609'STATION ON RIGHT AS DESCRIBED.
 TC0609'
 TC0609'ALL MARKS ARE STANDARD DISKS SET IN CONCRETE POSTS.
 TC0609'
 TC0609'STATION MARK, STAMPED TOAD 1923, IS SET FLUSH.  IT IS 118 FEET
 TC0609'EAST OF CENTER OF HIGHWAY 600, 94 FEET NORTHEAST OF GUY LINE BRACE
 TC0609'POLE AND 2 FEET NORTHWEST OF WITNESS POST.
 TC0609'
 TC0609'REFERENCE MARK, STAMPED TOAD 1923, IS SET FLUSH.  IT IS 61 FEET
 TC0609'NORTH OF CENTER OF DRIVEWAY TO HOUSE, 26 FEET WEST OF CENTER OF
 TC0609'HIGHWAY 600, 5.5 FEET SOUTHWEST OF UTILITY POLE AND 4 FEET
 TC0609'SOUTHWEST OF FENCE CORNER.
 TC0609'
 TC0609'R.M. 2, STAMPED TOAD 1923 NO 2 1967, PROJECTS 8 INCHES.  IT IS
 TC0609'69.5 FEET EAST OF CENTER OF HIGHWAY 600 AND 2.5 FEET SOUTHWEST
 TC0609'OF WITNESS POST.
 TC0609'
 TC0609'AZIMUTH MARK, STAMPED TOAD 1923 1967, IS SET FLUSH.  IT IS 44
 TC0609'FEET EAST OF CENTER OF ROAD, 33.5 FEET SOUTH OF CENTER OF HIGHWAY
 TC0609'11 AND 14.3 FEET SOUTHEAST OF EAST END OF METAL CULVERT.
 TC0609'
 TC0609'HEIGHT OF LIGHT ABOVE STATION MARK 126 FEET.
 TC0609'
 TC0609'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE WEST OF
 TC0609'RAINY RIVER
 TC0609
 TC0609                          STATION RECOVERY (1969)
 TC0609
 TC0609'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1969 (CWB)
 TC0609'STATION MARK AND ALL REFERENCE MARKS WERE RECOVERED AND FOUND IN
 TC0609'GOOD CONDITION.  THE 1967 DESCRIPTION BY L.M. CHASE (USC AND GS)
 TC0609'WAS FOUND TO BE GOOD.
 TC0609'
 TC0609'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE WEST
 TC0609'OF RAINY RIVER, ONTARIO, CANADA
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1377 ***********************************************************************
 RJ1377  DESIGNATION -  TOPSAIL 14 LR2+008
 RJ1377  PID         -  RJ1377
 RJ1377  STATE/COUNTY-  ON/ALGOMA
 RJ1377  COUNTRY     -  CANADA
 RJ1377  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ1377
 RJ1377                         *CURRENT SURVEY CONTROL
 RJ1377  ______________________________________________________________________
 RJ1377* NAD 83(1986) POSITION- 46 29 43.37742(N) 084 17 50.95173(W)   ADJUSTED
 RJ1377* NAVD 88 ORTHO HEIGHT -   185.    (meters)      607.    (feet) SCALED
 RJ1377  ______________________________________________________________________
 RJ1377  GEOID HEIGHT    -        -37.150 (meters)                     EGM08
 RJ1377  HORZ ORDER      -  SECOND
 RJ1377
 RJ1377.The positional and height information provided upon this datasheet are not
 RJ1377.officially recognized by the Government of Canada, provincial governments
 RJ1377.within Canada, nor are they intended to replace or substitute for them.
 RJ1377.The intent of sharing this data is to allow access to positions or heights
 RJ1377.recognized by the United States Government. Passive control that is used by
 RJ1377.both nations may share the same or similar designations or descriptions but
 RJ1377.do not share official positions or heights. The 'Station Description' may
 RJ1377.originate from a Canadian 'Station Report' and if so contains information
 RJ1377.licensed under the 'Open Government License - Canada'.
 RJ1377
 RJ1377.The horizontal coordinates were established by classical geodetic methods
 RJ1377.and adjusted by the National Geodetic Survey in May 1990.
 RJ1377
 RJ1377.The orthometric height was scaled from a topographic map.
 RJ1377
 RJ1377.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1377
 RJ1377.Click photographs - Photos may exist for this station.
 RJ1377
 RJ1377. The following values were computed from the NAD 83(1986) position.
 RJ1377
 RJ1377;                    North         East     Units Scale Factor Converg.
 RJ1377;UTM  16      - 5,152,639.034   707,382.588   MT  1.00012868   +1 57 39.2
 RJ1377
 RJ1377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1377!UTM  16      -   0.99997682  x   1.00012868  =   1.00010550
 RJ1377
 RJ1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0738252639(NAD 83)
 RJ1377
 RJ1377                          SUPERSEDED SURVEY CONTROL
 RJ1377
 RJ1377.No superseded survey control is available for this station.
 RJ1377
 RJ1377_MARKER: DS = TRIANGULATION STATION DISK
 RJ1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1377_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1377+STABILITY: SURFACE MOTION
 RJ1377
 RJ1377  HISTORY     - Date     Condition        Report By
 RJ1377  HISTORY     - 1988     MONUMENTED       USACE
 RJ1377
 RJ1377                          STATION DESCRIPTION
 RJ1377
 RJ1377'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1377'THE STATION IS LOCATED ABOUT 3.9 KM (2.4 MI) EAST OF SAULT STE MARIE,
 RJ1377'ONTARIO ON WHAT IS KNOWN AS TOPSAIL ISLAND IN PARCEL 21 IN THE
 RJ1377'REGISTER FOR ALGOMA.
 RJ1377'OWNERSHIP---CITY OF SAULT STE MARIE
 RJ1377'
 RJ1377'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1377'EAST FOR 0.2 KM (0.15 MI) ON RIDGE STREET TO THE INTERSECTION OF
 RJ1377'RIDGE STREET AND ASHMUN STREET, TURN LEFT AND GO NORTH FOR 0.2 KM
 RJ1377'(0.1 MI) ON ASHMUN STREET TO PORTAGE AVENUE, TURN RIGHT AND GO EAST
 RJ1377'FOR 3.0 KM (1.85 MI) ON PORTAGE AVENUE TO AUNE OSBORNE BOAT
 RJ1377'LAUNCH. TRAVEL BY BOAT ACROSS THE RIVER TO TOPSAIL ISLAND AND THE
 RJ1377'STATION.
 RJ1377'
 RJ1377'THE STATION IS A POURED IN PLACE CONCRETE MONUMENT THAT IS
 RJ1377'STAMPED---LR2+008---, LOCATED UNDER A LARGE METAL TRIPOD WHICH IS
 RJ1377'21.3 M (70 FT) INLAND FROM THE SHORELINE.
 RJ1377'
 RJ1377'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1034 ***********************************************************************
 RJ1034  DESIGNATION -  TOPSAIL ISLAND OLD TOWER
 RJ1034  PID         -  RJ1034
 RJ1034  STATE/COUNTY-  ON/ALGOMA
 RJ1034  COUNTRY     -  CANADA
 RJ1034  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ1034
 RJ1034                         *CURRENT SURVEY CONTROL
 RJ1034  ______________________________________________________________________
 RJ1034* NAD 83(1986) POSITION- 46 29 46.21682(N) 084 17 54.08035(W)   ADJUSTED
 RJ1034  ______________________________________________________________________
 RJ1034  GEOID HEIGHT    -        -37.150 (meters)                     EGM08
 RJ1034  HORZ ORDER      -  THIRD
 RJ1034
 RJ1034.The positional and height information provided upon this datasheet are not
 RJ1034.officially recognized by the Government of Canada, provincial governments
 RJ1034.within Canada, nor are they intended to replace or substitute for them.
 RJ1034.The intent of sharing this data is to allow access to positions or heights
 RJ1034.recognized by the United States Government. Passive control that is used by
 RJ1034.both nations may share the same or similar designations or descriptions but
 RJ1034.do not share official positions or heights. The 'Station Description' may
 RJ1034.originate from a Canadian 'Station Report' and if so contains information
 RJ1034.licensed under the 'Open Government License - Canada'.
 RJ1034
 RJ1034.The horizontal coordinates were established by classical geodetic methods
 RJ1034.and adjusted by the National Geodetic Survey in July 1986.
 RJ1034
 RJ1034.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1034
 RJ1034.Click photographs - Photos may exist for this station.
 RJ1034
 RJ1034. The following values were computed from the NAD 83(1986) position.
 RJ1034
 RJ1034;                    North         East     Units Scale Factor Converg.
 RJ1034;UTM  16      - 5,152,724.386   707,312.902   MT  1.00012832   +1 57 37.0
 RJ1034
 RJ1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0731252724(NAD 83)
 RJ1034
 RJ1034                          SUPERSEDED SURVEY CONTROL
 RJ1034
 RJ1034  NAD 27      -  46 29 46.14196(N)    084 17 53.94345(W) AD(       ) 3
 RJ1034
 RJ1034.Superseded values are not recommended for survey control.
 RJ1034
 RJ1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1034.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1034
 RJ1034_MARKER: 86 = CUPOLA
 RJ1034_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1034
 RJ1034  HISTORY     - Date     Condition        Report By
 RJ1034  HISTORY     - 1981     FIRST OBSERVED   NOS
 RJ1034
 RJ1034                          STATION DESCRIPTION
 RJ1034
 RJ1034'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ1034'THE STATION, TOPSAIL ISLAND OLD TOWER, IS THE CENTER OF THE
 RJ1034'PEAKED VENT ATOP THE ROOF OF THE LIGHTHOUSE SHAPED TOWER ON
 RJ1034'TOPSAIL ISLAND, CANADA.
 RJ1034'
 RJ1034'THE STATION IS LOCATED ON A PROMINENT POINT OF TOPSAIL ISLAND
 RJ1034'WHICH PROJECTS INTO THE ST MARYS RIVER, WITHIN BELLVIEW PARK.
 RJ1034'
 RJ1034'TO REACH THE STATION FROM THE CUSTOMS OFFICE ON THE CANADIAN
 RJ1034'SIDE OF THE INTERNATIONAL BRIDGE IN SAULT STE MARIE, ONTARIO
 RJ1034'GO SOUTH ON HURON STREET TO ITS JUNCTION WITH QUEENS STREET.
 RJ1034'TURN LEFT ON QUEENS STREET AND GO SOUTHEAST FOR 10.5 KILOMETERS
 RJ1034'(6.5 MILES) TO THE ENTRANCE TO BELLVIEW PARK ON THE RIGHT.
 RJ1034'TURN RIGHT INTO THE PARK AND DRIVE TO THE SOUTHERN MOST END
 RJ1034'OF THE PARK AND THE AREA OF THE STATION ON THE PROMINENT POINT
 RJ1034'OF LAND JUTTING INTO THE ST MARYS RIVER.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TB1040 ***********************************************************************
 TB1040  DESIGNATION -  TOWER RESET
 TB1040  PID         -  TB1040
 TB1040  STATE/COUNTY-  ON/RAINY RIVER
 TB1040  COUNTRY     -  CANADA
 TB1040  NTS MAPSHEET-  LAC LA CROIX (2020)
 TB1040
 TB1040                         *CURRENT SURVEY CONTROL
 TB1040  ______________________________________________________________________
 TB1040* NAD 83(1996) POSITION- 48 28 36.77665(N) 092 29 37.62861(W)   ADJUSTED
 TB1040* NAVD 88 ORTHO HEIGHT -   416.67  (+/-2cm)     1367.0   (feet) VERTCON
 TB1040  ______________________________________________________________________
 TB1040  GEOID HEIGHT    -        -31.869 (meters)                     EGM08
 TB1040  HORZ ORDER      -  FIRST
 TB1040  VERT ORDER      -  THIRD ? (See Below)
 TB1040
 TB1040.The positional and height information provided upon this datasheet are not
 TB1040.officially recognized by the Government of Canada, provincial governments
 TB1040.within Canada, nor are they intended to replace or substitute for them.
 TB1040.The intent of sharing this data is to allow access to positions or heights
 TB1040.recognized by the United States Government. Passive control that is used by
 TB1040.both nations may share the same or similar designations or descriptions but
 TB1040.do not share official positions or heights. The 'Station Description' may
 TB1040.originate from a Canadian 'Station Report' and if so contains information
 TB1040.licensed under the 'Open Government License - Canada'.
 TB1040
 TB1040.The horizontal coordinates were established by classical geodetic methods
 TB1040.and adjusted by the National Geodetic Survey in March 1999.
 TB1040
 TB1040.The NAVD 88 height was computed by applying the VERTCON shift value to
 TB1040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TB1040
 TB1040.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB1040
 TB1040.The vertical order pertains to the NGVD 29 superseded value.
 TB1040
 TB1040.Click photographs - Photos may exist for this station.
 TB1040
 TB1040. The following values were computed from the NAD 83(1996) position.
 TB1040
 TB1040;                    North         East     Units Scale Factor Converg.
 TB1040;UTM  15      - 5,369,429.669   537,411.927   MT  0.99961720   +0 22 44.4
 TB1040
 TB1040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TB1040!UTM  15      -   0.99993970  x   0.99961720  =   0.99955692
 TB1040
 TB1040:                Primary Azimuth Mark                     Grid Az
 TB1040:UTM  15      -  VERMILION                                156 22 14.4
 TB1040
 TB1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UWP3741169429(NAD 83)
 TB1040
 TB1040|---------------------------------------------------------------------|
 TB1040| PID    Reference Object                     Distance      Geod. Az  |
 TB1040|                                                           dddmmss.s |
 TB1040| CJ2922 TOWER RM 1                            9.043 METERS 02740     |
 TB1040| CJ2923 TOWER RM 2                           13.563 METERS 14423     |
 TB1040| TB1039 VERMILION                           APPROX.19.6 KM 1564458.8 |
 TB1040|---------------------------------------------------------------------|
 TB1040
 TB1040                          SUPERSEDED SURVEY CONTROL
 TB1040
 TB1040  NAD 83(1986)-  48 28 36.78322(N)    092 29 37.67360(W) AD(       ) 1
 TB1040  NAD 27      -  48 28 36.78877(N)    092 29 37.08364(W) AD(       ) 1
 TB1040  NGVD 29             416.36   (m)         1366.0    (f) LEVELING    3  
 TB1040
 TB1040.Superseded values are not recommended for survey control.
 TB1040
 TB1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB1040.See file dsdata.pdf to determine how the superseded data were derived.
 TB1040
 TB1040_MARKER: DS = TRIANGULATION STATION DISK
 TB1040_SETTING: 66 = SET IN ROCK OUTCROP
 TB1040
 TB1040  HISTORY     - Date     Condition        Report By
 TB1040  HISTORY     - 1923     MONUMENTED       CGS
 TB1040  HISTORY     - 1948     GOOD             CGS
 TB1040
 TB1040                          STATION DESCRIPTION
 TB1040
 TB1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1923 (CMD)
 TB1040'ON VERY HIGH, ROCK, TIMBERED POINT ABOUT 2/3 MILE NORTH OF
 TB1040'NORTH SHORE OF NAMAKAN LAKE, ABOUT ONE MILE FROM EAST END
 TB1040'OF LAKE, AND ABOUT 2 MILES AIRLINE NEARLY DUE NORTH OF NAMAKAN
 TB1040'NARROWS.  THERE ARE SEVERAL ISLANDS IN LAKE AT THIS POINT AND
 TB1040'SMALL BAY TO NORTH.  STATION BEARS A LITTLE WEST OF NORTH
 TB1040'FROM HEAD OF BAY.  MARKED BY STANDARD STATION DISK IN ROCK.
 TB1040'
 TB1040'REFERENCE MARK IS A STANDARD REFERENCE DISK IN ROCK,
 TB1040'9.09 METERS (29.8 FEET) FROM STATION.
 TB1040'
 TB1040'A U.S. AND CANADIAN BOUNDARY SURVEY BRONZE DISK SET IN CEMENT
 TB1040'AND ROCK IS 52.26 METERS FROM STATION N 31 DEG 46 MIN E.
 TB1040'AN IRON REFERENCE BOLT IS 9.12 METERS EAST,
 TB1040'AND A SECOND BOLT IS 5.60 METERS SOUTH OF THE U.S. AND C.B.
 TB1040'SURVEY STATION.
 TB1040
 TB1040                          STATION RECOVERY (1948)
 TB1040
 TB1040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CAS)
 TB1040'STATION IS TWO AND THREE-QUARTER MILES NORTH OF THE NORTH
 TB1040'END OF NAMAKAN NARROWS, TWO AND ONE-QUARTER MILES NORTHEAST
 TB1040'OF NEIL BERGERS CAMP AT THE EAST END OF NAMAKAN LAKE, AND
 TB1040'TWO-THIRDS OF A MILE NORTH OF NAMAKAN LAKE.
 TB1040'
 TB1040'LOCATED ON CROWN LANDS ON TOP OF A HIGH ROCKY HILL WHICH IS
 TB1040'COVERED WITH MANY DEAD NORWAY PINE TREES AND IS EASILY RECOGNIZED
 TB1040'AT A CONSIDERABLE DISTANCE BY THESE DEAD SNAGS.  STATION HAS
 TB1040'BEEN RE-MARKED WITH A STANDARD USC AND GS BRONZE DISC SET
 TB1040'IN BEDROCK AND STAMPED TOWER 1923.
 TB1040'
 TB1040'TO REACH STATION FROM CRANE LAKE POST OFFICE, GO BY MOTOR
 TB1040'BOAT NORTH THROUGH CRANE LAKE AND NARROWS TO SAND POINT LAKE.
 TB1040'CONTINUE NORTH THROUGH SAND POINT LAKE TO NORTH END OF NAMAKAN
 TB1040'NARROWS.  GO DUE NORTH ACROSS NAMAKAN LAKE FOR 2 MILES TO A
 TB1040'SAND BEACH COVE AT AN OLD LOGGING CAMP (NOTHING OF WHICH REMAINS)
 TB1040'AND A TRIANGULAR BLAZED ASPEN TREE ON THE SHORE LINE.  (THIS
 TB1040'COVE IS JUST EAST OF MUD BAY WHICH IS NORTH OF A GROUP OF TINY
 TB1040'ISLANDS.) FROM HERE GO NORTHWEST THROUGH OLD CAMP CLEARING
 TB1040'FOR 100 PACES TO A TRIANGULAR BLAZED ASPEN TREE AT THE EDGE
 TB1040'OF WOODS.  AT THIS POINT TAKE BLAZED LOGGING ROAD (DIM)
 TB1040'NORTH FOR 100 PACES TO A FORK AND A TRIANGULAR BLAZED ASPEN
 TB1040'TREE.  TAKE LEFT FORK OF A DIM, BLAZED LOGGING ROAD AND
 TB1040'FOLLOW IT IN A GENERALLY NORTHWEST DIRECTION FOR
 TB1040'THREE-QUARTERS OF A MILE TO A TRIANGULAR BLAZED ASPEN TREE
 TB1040'ON THE RIGHT.  FROM HERE TAKE BLAZED TRAIL TO LEFT FOR
 TB1040'APPROXIMATELY ONE-EIGHTH OF A MILE TO THE TOP OF THE
 TB1040'HILL AND THE STATION.
 TB1040'
 TB1040'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISC SET IN BEDROCK
 TB1040'AND STAMPED TOWER 1923.  IT IS NORTH OF THE STATION.
 TB1040'
 TB1040'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISC SET IN BEDROCK
 TB1040'AND STAMPED TOWER 1923 NO 2 IBC.  IT IS SOUTHEAST OF THE
 TB1040'STATION.
 TB1040'
 TB1040'THERE IS NO AZIMUTH MARK FOR THIS STATION.
 TB1040'
 TB1040'WALTER SCOTT, A GUIDE WHO LIVES ON CRANE LAKE, NEAR THE POST
 TB1040'OFFICE, HAS A GOOD BOAT AND HAVING BEEN TO THE STATION ON SEVERAL
 TB1040'OCCASIONS KNOWS ITS LOCATION, AND WHERE THE LINES HAVE BEEN
 TB1040'CLEARED TO OTHER STATIONS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC1241 ***********************************************************************
 TC1241  DESIGNATION -  TREAU
 TC1241  PID         -  TC1241
 TC1241  STATE/COUNTY-  ON/RAINY RIVER
 TC1241  COUNTRY     -  CANADA
 TC1241  NTS MAPSHEET-  PINEWOOD (2020)
 TC1241
 TC1241                         *CURRENT SURVEY CONTROL
 TC1241  ______________________________________________________________________
 TC1241* NAD 83(1996) POSITION- 48 42 27.57946(N) 094 19 18.10474(W)   ADJUSTED
 TC1241* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 TC1241  ______________________________________________________________________
 TC1241  GEOID HEIGHT    -        -29.323 (meters)                     EGM08
 TC1241  HORZ ORDER      -  THIRD
 TC1241
 TC1241.The positional and height information provided upon this datasheet are not
 TC1241.officially recognized by the Government of Canada, provincial governments
 TC1241.within Canada, nor are they intended to replace or substitute for them.
 TC1241.The intent of sharing this data is to allow access to positions or heights
 TC1241.recognized by the United States Government. Passive control that is used by
 TC1241.both nations may share the same or similar designations or descriptions but
 TC1241.do not share official positions or heights. The 'Station Description' may
 TC1241.originate from a Canadian 'Station Report' and if so contains information
 TC1241.licensed under the 'Open Government License - Canada'.
 TC1241
 TC1241.The horizontal coordinates were established by classical geodetic methods
 TC1241.and adjusted by the National Geodetic Survey in March 1999.
 TC1241
 TC1241.The orthometric height was scaled from a topographic map.
 TC1241
 TC1241.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1241
 TC1241.Click photographs - Photos may exist for this station.
 TC1241
 TC1241. The following values were computed from the NAD 83(1996) position.
 TC1241
 TC1241;                    North         East     Units Scale Factor Converg.
 TC1241;UTM  15      - 5,395,801.387   402,764.433   MT  0.99971616   -0 59 35.3
 TC1241
 TC1241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1241!UTM  15      -   0.99995345  x   0.99971616  =   0.99966962
 TC1241
 TC1241:                Primary Azimuth Mark                     Grid Az
 TC1241:UTM  15      -  POISSON                                  066 57 03.1
 TC1241
 TC1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP0276495801(NAD 83)
 TC1241
 TC1241|---------------------------------------------------------------------|
 TC1241| PID    Reference Object                     Distance      Geod. Az  |
 TC1241|                                                           dddmmss.s |
 TC1241| TC0993 POISSON                             475.301 METERS 0655727.8 |
 TC1241| TC0828 BEE                                 310.364 METERS 15034     |
 TC1241|---------------------------------------------------------------------|
 TC1241
 TC1241                          SUPERSEDED SURVEY CONTROL
 TC1241
 TC1241  NAD 83(1986)-  48 42 27.56149(N)    094 19 18.09548(W) AD(       ) 3
 TC1241
 TC1241.Superseded values are not recommended for survey control.
 TC1241
 TC1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1241.See file dsdata.pdf to determine how the superseded data were derived.
 TC1241
 TC1241_MARKER: X = CHISELED CROSS
 TC1241_SETTING: 80 = SET IN A BOULDER
 TC1241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1241+STABILITY: SURFACE MOTION
 TC1241
 TC1241  HISTORY     - Date     Condition        Report By
 TC1241  HISTORY     - 1914     MONUMENTED       IBC
 TC1241
 TC1241                          STATION DESCRIPTION
 TC1241
 TC1241'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC1241'ON THE NORTH BANK OF RAINY RIVER, ABOUT SEVEN - EIGHTHS MILE WEST OF
 TC1241'PINEWOOD, ONTARIO.  THE STATION IS ON TOP OF THE BANK ABOUT 5 METERS
 TC1241'ABOVE AND 8 METERS BACK FROM THE RIVERS EDGE.  THERE IS A SWALE ABOUT
 TC1241'8 METERS NORTHEAST OF THE STATION AND AN OLD STUMP ABOUT 12 METERS
 TC1241'WEST.
 TC1241'
 TC1241'STATION MARK--A CROSS CUT IN A STONE.  SUBSURFACE MARK IS A BALL OF
 TC1241'WIRE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TA0130 ***********************************************************************
 TA0130  DESIGNATION -  TROUBLE
 TA0130  PID         -  TA0130
 TA0130  STATE/COUNTY-  ON/RAINY RIVER
 TA0130  COUNTRY     -  CANADA
 TA0130  NTS MAPSHEET-  KNIFE LAKE (2020)
 TA0130
 TA0130                         *CURRENT SURVEY CONTROL
 TA0130  ______________________________________________________________________
 TA0130* NAD 83(1996) POSITION- 48 09 57.89864(N) 091 15 22.03664(W)   ADJUSTED
 TA0130* NAVD 88 ORTHO HEIGHT -   564.    (meters)     1850.    (feet) SCALED
 TA0130  ______________________________________________________________________
 TA0130  GEOID HEIGHT    -        -31.663 (meters)                     EGM08
 TA0130  HORZ ORDER      -  FIRST
 TA0130
 TA0130.The positional and height information provided upon this datasheet are not
 TA0130.officially recognized by the Government of Canada, provincial governments
 TA0130.within Canada, nor are they intended to replace or substitute for them.
 TA0130.The intent of sharing this data is to allow access to positions or heights
 TA0130.recognized by the United States Government. Passive control that is used by
 TA0130.both nations may share the same or similar designations or descriptions but
 TA0130.do not share official positions or heights. The 'Station Description' may
 TA0130.originate from a Canadian 'Station Report' and if so contains information
 TA0130.licensed under the 'Open Government License - Canada'.
 TA0130
 TA0130.The horizontal coordinates were established by classical geodetic methods
 TA0130.and adjusted by the National Geodetic Survey in March 1999.
 TA0130
 TA0130.The orthometric height was scaled from a topographic map.
 TA0130
 TA0130.Significant digits in the geoid height do not necessarily reflect accuracy.
 TA0130
 TA0130.Click photographs - Photos may exist for this station.
 TA0130
 TA0130. The following values were computed from the NAD 83(1996) position.
 TA0130
 TA0130;                    North         East     Units Scale Factor Converg.
 TA0130;UTM  15      - 5,336,230.388   629,665.248   MT  0.99980659   +1 17 58.2
 TA0130
 TA0130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TA0130!UTM  15      -   0.99991654  x   0.99980659  =   0.99972314
 TA0130
 TA0130:                Primary Azimuth Mark                     Grid Az
 TA0130:UTM  15      -  SUNDAY                                   255 27 31.8
 TA0130
 TA0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UXP2966536230(NAD 83)
 TA0130
 TA0130|---------------------------------------------------------------------|
 TA0130| PID    Reference Object                     Distance      Geod. Az  |
 TA0130|                                                           dddmmss.s |
 TA0130| TA0138 SUNDAY                              APPROX.10.1 KM 2564530.0 |
 TA0130|---------------------------------------------------------------------|
 TA0130
 TA0130                          SUPERSEDED SURVEY CONTROL
 TA0130
 TA0130  NAD 83(1986)-  48 09 57.89898(N)    091 15 22.02937(W) AD(       ) 1
 TA0130  NAD 27      -  48 09 58.29300(N)    091 15 21.63000(W) AD(       ) 1
 TA0130
 TA0130.Superseded values are not recommended for survey control.
 TA0130
 TA0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TA0130.See file dsdata.pdf to determine how the superseded data were derived.
 TA0130
 TA0130_MARKER: B = BOLT
 TA0130_SETTING: 0 = UNSPECIFIED SETTING
 TA0130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TA0130
 TA0130  HISTORY     - Date     Condition        Report By
 TA0130  HISTORY     - 1916     MONUMENTED       GSC
 TA0130
 TA0130                          STATION DESCRIPTION
 TA0130
 TA0130'DESCRIBED BY GEODETIC SURVEY OF CANADA 1916
 TA0130'ON BURNED-OVER HILL, ABOUT 2 MILES FROM NORTHEAST CORNER
 TA0130'OF LOUISA LAKE.  MARKED BY COPPER BOLT STAMPED G. S. C. 1916.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0948 ***********************************************************************
 RJ0948  DESIGNATION -  TS 24 USLS 1878
 RJ0948  PID         -  RJ0948
 RJ0948  STATE/COUNTY-  ON/ALGOMA
 RJ0948  COUNTRY     -  CANADA
 RJ0948  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ0948
 RJ0948                         *CURRENT SURVEY CONTROL
 RJ0948  ______________________________________________________________________
 RJ0948* NAD 83(1986) POSITION- 46 23 25.83518(N) 084 07 43.84841(W)   ADJUSTED
 RJ0948* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0948  ______________________________________________________________________
 RJ0948  GEOID HEIGHT    -        -37.142 (meters)                     EGM08
 RJ0948  HORZ ORDER      -  THIRD
 RJ0948
 RJ0948.The positional and height information provided upon this datasheet are not
 RJ0948.officially recognized by the Government of Canada, provincial governments
 RJ0948.within Canada, nor are they intended to replace or substitute for them.
 RJ0948.The intent of sharing this data is to allow access to positions or heights
 RJ0948.recognized by the United States Government. Passive control that is used by
 RJ0948.both nations may share the same or similar designations or descriptions but
 RJ0948.do not share official positions or heights. The 'Station Description' may
 RJ0948.originate from a Canadian 'Station Report' and if so contains information
 RJ0948.licensed under the 'Open Government License - Canada'.
 RJ0948
 RJ0948.The horizontal coordinates were established by classical geodetic methods
 RJ0948.and adjusted by the National Geodetic Survey in July 1986.
 RJ0948
 RJ0948.The orthometric height was scaled from a topographic map.
 RJ0948
 RJ0948.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0948
 RJ0948.Click photographs - Photos may exist for this station.
 RJ0948
 RJ0948. The following values were computed from the NAD 83(1986) position.
 RJ0948
 RJ0948;                    North         East     Units Scale Factor Converg.
 RJ0948;UTM  16      - 5,141,443.645   720,746.456   MT  1.00019903   +2 04 47.0
 RJ0948
 RJ0948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0948!UTM  16      -   0.99997823  x   1.00019903  =   1.00017725
 RJ0948
 RJ0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2074641443(NAD 83)
 RJ0948
 RJ0948                          SUPERSEDED SURVEY CONTROL
 RJ0948
 RJ0948  NAD 27      -  46 23 25.76000(N)    084 07 43.74600(W) AD(       ) 3
 RJ0948  USSD        -  46 23 26.48000(N)    084 07 42.96000(W) AD(       ) 3
 RJ0948
 RJ0948.Superseded values are not recommended for survey control.
 RJ0948
 RJ0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0948.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0948
 RJ0948_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0948+STABILITY: SURFACE MOTION
 RJ0948
 RJ0948  HISTORY     - Date     Condition        Report By
 RJ0948  HISTORY     - 1878     MONUMENTED       USLS
 RJ0948
 RJ0948                          STATION DESCRIPTION
 RJ0948
 RJ0948'DESCRIBED BY US LAKE SURVEY 1878
 RJ0948'ON THE PROMINENT POINT 3/4 MILE S OF PUMPKIN POINT, ON THE CANADIAN
 RJ0948'SHORE OF LOWER LAKE GEORGE.  IT WAS RECOVERED FROM A SUBSIDIARY AND
 RJ0948'IS LOCATED 30 FEET FROM THE WATER AND 5 FEET ABOVE IT.  IT IS ABOUT
 RJ0948'MIDWAY BETWEEN THE TWO PRONGE ON THIS PROMINENT POINT.
 RJ0948'
 RJ0948'STATION MARK--WHEN THE LONG CEDAR POST WAS REMOVED THE BOTTOM OF THE
 RJ0948'HOLE FILLED WITH WATER AND THE OLD SUBSURFACE MARK COULD NOT BE
 RJ0948'RECOVERED.  A FLAT ROCK WITH A DRILL HOLE IN IT WAS BURIED 2 FEET
 RJ0948'UNDERGROUND WHERE THE CENTER OF THE CEDAR POST WAS.  A STANDARD
 RJ0948'I B C BRONZE DISK IN THE TOP OF A CYLINDER OF CONCRETE WAS SET OVER
 RJ0948'THE STATION WITH THE TOP FLUSH WITH SURFACE AND A CAIRN BUILT OVER
 RJ0948'IT.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0902 ***********************************************************************
 RJ0902  DESIGNATION -  TS 32 USLS 1881
 RJ0902  PID         -  RJ0902
 RJ0902  STATE/COUNTY-  ON/ALGOMA
 RJ0902  COUNTRY     -  CANADA
 RJ0902  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ0902
 RJ0902                         *CURRENT SURVEY CONTROL
 RJ0902  ______________________________________________________________________
 RJ0902* NAD 83(1986) POSITION- 46 19 58.58978(N) 084 06 50.11142(W)   ADJUSTED
 RJ0902* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0902  ______________________________________________________________________
 RJ0902  GEOID HEIGHT    -        -37.099 (meters)                     EGM08
 RJ0902  HORZ ORDER      -  THIRD
 RJ0902
 RJ0902.The positional and height information provided upon this datasheet are not
 RJ0902.officially recognized by the Government of Canada, provincial governments
 RJ0902.within Canada, nor are they intended to replace or substitute for them.
 RJ0902.The intent of sharing this data is to allow access to positions or heights
 RJ0902.recognized by the United States Government. Passive control that is used by
 RJ0902.both nations may share the same or similar designations or descriptions but
 RJ0902.do not share official positions or heights. The 'Station Description' may
 RJ0902.originate from a Canadian 'Station Report' and if so contains information
 RJ0902.licensed under the 'Open Government License - Canada'.
 RJ0902
 RJ0902.The horizontal coordinates were established by classical geodetic methods
 RJ0902.and adjusted by the National Geodetic Survey in July 1986.
 RJ0902
 RJ0902.The orthometric height was scaled from a topographic map.
 RJ0902
 RJ0902.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0902
 RJ0902.Click photographs - Photos may exist for this station.
 RJ0902
 RJ0902. The following values were computed from the NAD 83(1986) position.
 RJ0902
 RJ0902;                    North         East     Units Scale Factor Converg.
 RJ0902;UTM  16      - 5,135,089.181   722,127.427   MT  1.00020656   +2 05 18.7
 RJ0902
 RJ0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0902!UTM  16      -   0.99997823  x   1.00020656  =   1.00018478
 RJ0902
 RJ0902:                Primary Azimuth Mark                     Grid Az
 RJ0902:UTM  16      -  REF MON 19 IBC 1944                      152 54 36.7
 RJ0902
 RJ0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2212735089(NAD 83)
 RJ0902
 RJ0902|---------------------------------------------------------------------|
 RJ0902| PID    Reference Object                     Distance      Geod. Az  |
 RJ0902|                                                           dddmmss.s |
 RJ0902| RJ0901 NEEB 1944                           APPROX. 0.6 KM 0042034.5 |
 RJ0902| RJ0891 REF MON 19 IBC 1944                 APPROX. 1.9 KM 1545955.4 |
 RJ0902| RJ0909 USE IBC 1944                        464.165 METERS 3022706.8 |
 RJ0902|---------------------------------------------------------------------|
 RJ0902
 RJ0902                          SUPERSEDED SURVEY CONTROL
 RJ0902
 RJ0902  NAD 27      -  46 19 58.52600(N)    084 06 50.01000(W) AD(       ) 3
 RJ0902  USSD        -  46 19 59.25000(N)    084 06 49.24000(W) AD(       ) 3
 RJ0902
 RJ0902.Superseded values are not recommended for survey control.
 RJ0902
 RJ0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0902.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0902
 RJ0902_MARKER: Z = SEE DESCRIPTION
 RJ0902_SETTING: 66 = SET IN ROCK OUTCROP
 RJ0902_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RJ0902+STABILITY: POSITION/ELEVATION WELL
 RJ0902
 RJ0902  HISTORY     - Date     Condition        Report By
 RJ0902  HISTORY     - 1881     MONUMENTED       USLS
 RJ0902  HISTORY     - 1958     GOOD             IBC
 RJ0902
 RJ0902                          STATION DESCRIPTION
 RJ0902
 RJ0902'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0902'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0926 ***********************************************************************
 RJ0926  DESIGNATION -  TS 34 USLS 1878
 RJ0926  PID         -  RJ0926
 RJ0926  STATE/COUNTY-  ON/ALGOMA
 RJ0926  COUNTRY     -  CANADA
 RJ0926  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ0926
 RJ0926                         *CURRENT SURVEY CONTROL
 RJ0926  ______________________________________________________________________
 RJ0926* NAD 83(1986) POSITION- 46 19 01.17559(N) 084 06 12.57657(W)   ADJUSTED
 RJ0926* NAVD 88 ORTHO HEIGHT -   179.    (meters)      587.    (feet) SCALED
 RJ0926  ______________________________________________________________________
 RJ0926  GEOID HEIGHT    -        -37.090 (meters)                     EGM08
 RJ0926  HORZ ORDER      -  THIRD
 RJ0926
 RJ0926.The positional and height information provided upon this datasheet are not
 RJ0926.officially recognized by the Government of Canada, provincial governments
 RJ0926.within Canada, nor are they intended to replace or substitute for them.
 RJ0926.The intent of sharing this data is to allow access to positions or heights
 RJ0926.recognized by the United States Government. Passive control that is used by
 RJ0926.both nations may share the same or similar designations or descriptions but
 RJ0926.do not share official positions or heights. The 'Station Description' may
 RJ0926.originate from a Canadian 'Station Report' and if so contains information
 RJ0926.licensed under the 'Open Government License - Canada'.
 RJ0926
 RJ0926.The horizontal coordinates were established by classical geodetic methods
 RJ0926.and adjusted by the National Geodetic Survey in July 1986.
 RJ0926
 RJ0926.The orthometric height was scaled from a topographic map.
 RJ0926
 RJ0926.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0926
 RJ0926.Click photographs - Photos may exist for this station.
 RJ0926
 RJ0926. The following values were computed from the NAD 83(1986) position.
 RJ0926
 RJ0926;                    North         East     Units Scale Factor Converg.
 RJ0926;UTM  16      - 5,133,346.524   722,994.706   MT  1.00021130   +2 05 43.9
 RJ0926
 RJ0926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0926!UTM  16      -   0.99997775  x   1.00021130  =   1.00018905
 RJ0926
 RJ0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2299433346(NAD 83)
 RJ0926
 RJ0926                          SUPERSEDED SURVEY CONTROL
 RJ0926
 RJ0926  NAD 27      -  46 19 01.11500(N)    084 06 12.47700(W) AD(       ) 3
 RJ0926  USSD        -  46 19 01.85000(N)    084 06 11.72000(W) AD(       ) 3
 RJ0926
 RJ0926.Superseded values are not recommended for survey control.
 RJ0926
 RJ0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0926.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0926
 RJ0926_MARKER: H = DRILL HOLE
 RJ0926_SETTING: 80 = SET IN A BOULDER
 RJ0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0926+STABILITY: SURFACE MOTION
 RJ0926
 RJ0926  HISTORY     - Date     Condition        Report By
 RJ0926  HISTORY     - 1878     MONUMENTED       USLS
 RJ0926
 RJ0926                          STATION DESCRIPTION
 RJ0926
 RJ0926'DESCRIBED BY US LAKE SURVEY 1878
 RJ0926'AT THE N SIDE OF ST JOSEPH ISLAND, ON THE SECOND PROMINENT POINT E
 RJ0926'OF STRIBLING POINT, AND 3/4 MILE FROM THAT.  IT IS 100 FEET FROM THE
 RJ0926'POINT, 40 FEET TO THE WATER W OF THE POINT, AND 8.6 FEET WEST OF
 RJ0926'REFERENCE MONUMENT 19.
 RJ0926'
 RJ0926'STATION MARK IS A DRILL HOLE IN A ROCK UNDERGROUND.  A CEDAR POST
 RJ0926'SOLID UNDERGROUND BUT STARTING TO DECAY ABOVE GROUND WAS OVER THE
 RJ0926'STATION IN 1958.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0900 ***********************************************************************
 RJ0900  DESIGNATION -  TS 36 USLS 1878
 RJ0900  PID         -  RJ0900
 RJ0900  STATE/COUNTY-  ON/ALGOMA
 RJ0900  COUNTRY     -  CANADA
 RJ0900  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ0900
 RJ0900                         *CURRENT SURVEY CONTROL
 RJ0900  ______________________________________________________________________
 RJ0900* NAD 83(1986) POSITION- 46 18 45.49272(N) 084 06 47.31615(W)   ADJUSTED
 RJ0900* NAVD 88 ORTHO HEIGHT -   179.    (meters)      587.    (feet) SCALED
 RJ0900  ______________________________________________________________________
 RJ0900  GEOID HEIGHT    -        -37.081 (meters)                     EGM08
 RJ0900  HORZ ORDER      -  THIRD
 RJ0900
 RJ0900.The positional and height information provided upon this datasheet are not
 RJ0900.officially recognized by the Government of Canada, provincial governments
 RJ0900.within Canada, nor are they intended to replace or substitute for them.
 RJ0900.The intent of sharing this data is to allow access to positions or heights
 RJ0900.recognized by the United States Government. Passive control that is used by
 RJ0900.both nations may share the same or similar designations or descriptions but
 RJ0900.do not share official positions or heights. The 'Station Description' may
 RJ0900.originate from a Canadian 'Station Report' and if so contains information
 RJ0900.licensed under the 'Open Government License - Canada'.
 RJ0900
 RJ0900.The horizontal coordinates were established by classical geodetic methods
 RJ0900.and adjusted by the National Geodetic Survey in July 1986.
 RJ0900
 RJ0900.The orthometric height was scaled from a topographic map.
 RJ0900
 RJ0900.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0900
 RJ0900.Click photographs - Photos may exist for this station.
 RJ0900
 RJ0900. The following values were computed from the NAD 83(1986) position.
 RJ0900
 RJ0900;                    North         East     Units Scale Factor Converg.
 RJ0900;UTM  16      - 5,132,835.367   722,269.465   MT  1.00020733   +2 05 18.2
 RJ0900
 RJ0900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0900!UTM  16      -   0.99997775  x   1.00020733  =   1.00018508
 RJ0900
 RJ0900:                Primary Azimuth Mark                     Grid Az
 RJ0900:UTM  16      -  59 NEEBISH                               258 56 27.9
 RJ0900
 RJ0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2226932835(NAD 83)
 RJ0900
 RJ0900|---------------------------------------------------------------------|
 RJ0900| PID    Reference Object                     Distance      Geod. Az  |
 RJ0900|                                                           dddmmss.s |
 RJ0900| RJ0930 REF MON 18 IWC 1911                  39.772 METERS 03118     |
 RJ0900| RJ0929 STRIBLING PT FRONT RNG LIGHT         41.244 METERS 04036     |
 RJ0900| RJ0933 59 NEEBISH                          APPROX. 1.1 KM 2610146.1 |
 RJ0900| RJ0916 HARWOOD PT FRONT RNG RED LIGHT      APPROX. 1.1 KM 3284922.3 |
 RJ0900| RJ0912 HARWOOD PT FRNT RNG WHITE LGHT      APPROX. 1.1 KM 3312904.1 |
 RJ0900|---------------------------------------------------------------------|
 RJ0900
 RJ0900                          SUPERSEDED SURVEY CONTROL
 RJ0900
 RJ0900  NAD 27      -  46 18 45.43400(N)    084 06 47.21400(W) AD(       ) 3
 RJ0900  USSD        -  46 18 46.16000(N)    084 06 46.45000(W) AD(       ) 3
 RJ0900
 RJ0900.Superseded values are not recommended for survey control.
 RJ0900
 RJ0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0900.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0900
 RJ0900_MARKER: N = NAIL
 RJ0900_SETTING: 0 = UNSPECIFIED SETTING
 RJ0900_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0900
 RJ0900  HISTORY     - Date     Condition        Report By
 RJ0900  HISTORY     - 1878     MONUMENTED       USLS
 RJ0900  HISTORY     - 1976     GOOD             IBC
 RJ0900
 RJ0900                          STATION DESCRIPTION
 RJ0900
 RJ0900'DESCRIBED BY US LAKE SURVEY 1878
 RJ0900'ON STRIBLINGS POINT AT THE NW CORNER OF ST JOSEPH ISLAND, OPPOSITE
 RJ0900'THE SMALL ISLANDS OFF THE POINT TO THE W.  IT IS ABOUT 50 FEET FROM
 RJ0900'THE WATER AND 130 FEET S OF THE FRONT RANGE ON THE POINT.  THERE IS
 RJ0900'SOME LOW BRUSH AROUND THE STATION WITH CLEARED LAND TOWARD THE RANGE
 RJ0900'AND ALSO INLAND TOWARD THE REAR RANGE.
 RJ0900'
 RJ0900'STATION MARK IS A DRILL HOLE IN A SMOOTH ROCK UNDERGROUND.  A GOOD
 RJ0900'CEDAR POST WITH A NAIL IN ITS TOP IS OVER THE STATION.  A 10-FOOT
 RJ0900'TRIPOD PAINTED WHITE WITH AN OBSERVING STAND AROUND IT IS OVER THE
 RJ0900'STATION.
 RJ0900
 RJ0900                          STATION RECOVERY (1976)
 RJ0900
 RJ0900'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1976 (FXP)
 RJ0900'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0921 ***********************************************************************
 RJ0921  DESIGNATION -  TS A USLS 1881
 RJ0921  PID         -  RJ0921
 RJ0921  STATE/COUNTY-  ON/ALGOMA
 RJ0921  COUNTRY     -  CANADA
 RJ0921  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ0921
 RJ0921                         *CURRENT SURVEY CONTROL
 RJ0921  ______________________________________________________________________
 RJ0921* NAD 83(1986) POSITION- 46 20 59.39620(N) 084 07 23.15085(W)   ADJUSTED
 RJ0921* NAVD 88 ORTHO HEIGHT -   190.    (meters)      623.    (feet) SCALED
 RJ0921  ______________________________________________________________________
 RJ0921  GEOID HEIGHT    -        -37.110 (meters)                     EGM08
 RJ0921  HORZ ORDER      -  THIRD
 RJ0921
 RJ0921.The positional and height information provided upon this datasheet are not
 RJ0921.officially recognized by the Government of Canada, provincial governments
 RJ0921.within Canada, nor are they intended to replace or substitute for them.
 RJ0921.The intent of sharing this data is to allow access to positions or heights
 RJ0921.recognized by the United States Government. Passive control that is used by
 RJ0921.both nations may share the same or similar designations or descriptions but
 RJ0921.do not share official positions or heights. The 'Station Description' may
 RJ0921.originate from a Canadian 'Station Report' and if so contains information
 RJ0921.licensed under the 'Open Government License - Canada'.
 RJ0921
 RJ0921.The horizontal coordinates were established by classical geodetic methods
 RJ0921.and adjusted by the National Geodetic Survey in July 1986.
 RJ0921
 RJ0921.The orthometric height was scaled from a topographic map.
 RJ0921
 RJ0921.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0921
 RJ0921.Click photographs - Photos may exist for this station.
 RJ0921
 RJ0921. The following values were computed from the NAD 83(1986) position.
 RJ0921
 RJ0921;                    North         East     Units Scale Factor Converg.
 RJ0921;UTM  16      - 5,136,940.138   721,352.868   MT  1.00020233   +2 04 56.9
 RJ0921
 RJ0921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0921!UTM  16      -   0.99997603  x   1.00020233  =   1.00017836
 RJ0921
 RJ0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2135236940(NAD 83)
 RJ0921
 RJ0921                          SUPERSEDED SURVEY CONTROL
 RJ0921
 RJ0921  NAD 27      -  46 20 59.33200(N)    084 07 23.04900(W) AD(       ) 3
 RJ0921  USSD        -  46 21 00.05000(N)    084 07 22.28000(W) AD(       ) 3
 RJ0921
 RJ0921.Superseded values are not recommended for survey control.
 RJ0921
 RJ0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0921.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0921
 RJ0921_MARKER: Z = SEE DESCRIPTION
 RJ0921_SETTING: 80 = SET IN A BOULDER
 RJ0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0921+STABILITY: SURFACE MOTION
 RJ0921
 RJ0921  HISTORY     - Date     Condition        Report By
 RJ0921  HISTORY     - 1881     MONUMENTED       USLS
 RJ0921  HISTORY     - 1958     GOOD             IBC
 RJ0921
 RJ0921                          STATION DESCRIPTION
 RJ0921
 RJ0921'DESCRIBED BY US LAKE SURVEY 1881
 RJ0921'IN THE NE PART OF EAST NEEBISH ISLAND, OPPOSITE THE HEAD OF THE RAPIDS
 RJ0921'IN THE EAST NEEBISH CHANNEL.  IT IS ON TOP OF A LARGE ROCK 10 BY 5
 RJ0921'FEET BY 15 FEET HIGH ABOUT 50 FEET INSHORE FROM THE UPSTREAM SIDE
 RJ0921'OF A ROCKY POINT AND 25 FEET ABOVE THE WATER.  THIS POINT IS 100
 RJ0921'METERS DOWNSTREAM FROM THE OUTCROPPING ROCKS RISING ABOVE THE WATER
 RJ0921'50 FEET OFFSHORE AT THE HEAD OF THE RAPIDS.
 RJ0921'
 RJ0921'STATION MARK IS A 2-INCH DRILL HOLE 6 INCHES DEEP IN THE TOP OF
 RJ0921'THE ROCK.
 RJ0921
 RJ0921                          STATION RECOVERY (1958)
 RJ0921
 RJ0921'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0921'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0918 ***********************************************************************
 RJ0918  DESIGNATION -  TS B USLS 1881
 RJ0918  PID         -  RJ0918
 RJ0918  STATE/COUNTY-  ON/ALGOMA
 RJ0918  COUNTRY     -  CANADA
 RJ0918  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ0918
 RJ0918                         *CURRENT SURVEY CONTROL
 RJ0918  ______________________________________________________________________
 RJ0918* NAD 83(1986) POSITION- 46 20 46.87256(N) 084 07 19.14302(W)   ADJUSTED
 RJ0918* NAVD 88 ORTHO HEIGHT -   190.    (meters)      623.    (feet) SCALED
 RJ0918  ______________________________________________________________________
 RJ0918  GEOID HEIGHT    -        -37.107 (meters)                     EGM08
 RJ0918  HORZ ORDER      -  THIRD
 RJ0918
 RJ0918.The positional and height information provided upon this datasheet are not
 RJ0918.officially recognized by the Government of Canada, provincial governments
 RJ0918.within Canada, nor are they intended to replace or substitute for them.
 RJ0918.The intent of sharing this data is to allow access to positions or heights
 RJ0918.recognized by the United States Government. Passive control that is used by
 RJ0918.both nations may share the same or similar designations or descriptions but
 RJ0918.do not share official positions or heights. The 'Station Description' may
 RJ0918.originate from a Canadian 'Station Report' and if so contains information
 RJ0918.licensed under the 'Open Government License - Canada'.
 RJ0918
 RJ0918.The horizontal coordinates were established by classical geodetic methods
 RJ0918.and adjusted by the National Geodetic Survey in July 1986.
 RJ0918
 RJ0918.The orthometric height was scaled from a topographic map.
 RJ0918
 RJ0918.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0918
 RJ0918.Click photographs - Photos may exist for this station.
 RJ0918
 RJ0918. The following values were computed from the NAD 83(1986) position.
 RJ0918
 RJ0918;                    North         East     Units Scale Factor Converg.
 RJ0918;UTM  16      - 5,136,556.734   721,452.582   MT  1.00020287   +2 04 59.4
 RJ0918
 RJ0918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0918!UTM  16      -   0.99997603  x   1.00020287  =   1.00017890
 RJ0918
 RJ0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2145236556(NAD 83)
 RJ0918
 RJ0918                          SUPERSEDED SURVEY CONTROL
 RJ0918
 RJ0918  NAD 27      -  46 20 46.80900(N)    084 07 19.04100(W) AD(       ) 3
 RJ0918  USSD        -  46 20 47.53000(N)    084 07 18.28000(W) AD(       ) 3
 RJ0918
 RJ0918.Superseded values are not recommended for survey control.
 RJ0918
 RJ0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0918.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0918
 RJ0918_MARKER: Z = SEE DESCRIPTION
 RJ0918_SETTING: 80 = SET IN A BOULDER
 RJ0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0918+STABILITY: SURFACE MOTION
 RJ0918
 RJ0918  HISTORY     - Date     Condition        Report By
 RJ0918  HISTORY     - 1881     MONUMENTED       USLS
 RJ0918  HISTORY     - 1958     GOOD             IBC
 RJ0918
 RJ0918                          STATION DESCRIPTION
 RJ0918
 RJ0918'DESCRIBED BY US LAKE SURVEY 1881
 RJ0918'ON THE W SIDE OF EAST NEEBISH ISLAND, ACROSS THE MAIN PART OF THE
 RJ0918'EAST NEEBISH CHANNEL RAPIDS FROM ELISHA POINT ON SUGAR ISLAND.  IT
 RJ0918'IS 50 FEET E OF THE END OF THE PROMINENT POINT IT IS ON AND 40 FEET
 RJ0918'FROM THE WATER ON THE S SIDE OF THE POINT.
 RJ0918'
 RJ0918'STATION MARK IS AN IRON PIN 1-1/2 INCHES IN DIAMETER SET IN SOLID
 RJ0918'ROCK, PROJECTING 8 INCHES ABOVE THE SURFACE IN A CAIRN.  THE OLD
 RJ0918'TRIPOD STILL STANDS OVER THE STATION.
 RJ0918'
 RJ0918'TS B ECC IS 22.698 METERS FROM TS B, N 51 DEG 52 MIN W.
 RJ0918
 RJ0918                          STATION RECOVERY (1958)
 RJ0918
 RJ0918'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0918'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0920 ***********************************************************************
 RJ0920  DESIGNATION -  TS B USLS 1881 ECC 1944
 RJ0920  PID         -  RJ0920
 RJ0920  STATE/COUNTY-  ON/ALGOMA
 RJ0920  COUNTRY     -  CANADA
 RJ0920  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ0920
 RJ0920                         *CURRENT SURVEY CONTROL
 RJ0920  ______________________________________________________________________
 RJ0920* NAD 83(1986) POSITION- 46 20 47.32656(N) 084 07 19.97787(W)   ADJUSTED
 RJ0920* NAVD 88 ORTHO HEIGHT -   190.    (meters)      623.    (feet) SCALED
 RJ0920  ______________________________________________________________________
 RJ0920  GEOID HEIGHT    -        -37.107 (meters)                     EGM08
 RJ0920  HORZ ORDER      -  THIRD
 RJ0920
 RJ0920.The positional and height information provided upon this datasheet are not
 RJ0920.officially recognized by the Government of Canada, provincial governments
 RJ0920.within Canada, nor are they intended to replace or substitute for them.
 RJ0920.The intent of sharing this data is to allow access to positions or heights
 RJ0920.recognized by the United States Government. Passive control that is used by
 RJ0920.both nations may share the same or similar designations or descriptions but
 RJ0920.do not share official positions or heights. The 'Station Description' may
 RJ0920.originate from a Canadian 'Station Report' and if so contains information
 RJ0920.licensed under the 'Open Government License - Canada'.
 RJ0920
 RJ0920.The horizontal coordinates were established by classical geodetic methods
 RJ0920.and adjusted by the National Geodetic Survey in July 1986.
 RJ0920
 RJ0920.The orthometric height was scaled from a topographic map.
 RJ0920
 RJ0920.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0920
 RJ0920.Click photographs - Photos may exist for this station.
 RJ0920
 RJ0920. The following values were computed from the NAD 83(1986) position.
 RJ0920
 RJ0920;                    North         East     Units Scale Factor Converg.
 RJ0920;UTM  16      - 5,136,570.097   721,434.229   MT  1.00020277   +2 04 58.8
 RJ0920
 RJ0920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0920!UTM  16      -   0.99997603  x   1.00020277  =   1.00017880
 RJ0920
 RJ0920:                Primary Azimuth Mark                     Grid Az
 RJ0920:UTM  16      -  PIER IBC 1944                            161 09 34.9
 RJ0920
 RJ0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2143436570(NAD 83)
 RJ0920
 RJ0920|---------------------------------------------------------------------|
 RJ0920| PID    Reference Object                     Distance      Geod. Az  |
 RJ0920|                                                           dddmmss.s |
 RJ0920| RJ0918 TS B USLS 1881                       22.698 METERS 12808     |
 RJ0920| RJ0915 PIER IBC 1944                       420.404 METERS 1631433.7 |
 RJ0920| RJ0923 NED IBC 1944                        463.114 METERS 3452050.5 |
 RJ0920|---------------------------------------------------------------------|
 RJ0920
 RJ0920                          SUPERSEDED SURVEY CONTROL
 RJ0920
 RJ0920  NAD 27      -  46 20 47.26300(N)    084 07 19.87600(W) AD(       ) 3
 RJ0920
 RJ0920.Superseded values are not recommended for survey control.
 RJ0920
 RJ0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0920.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0920
 RJ0920_MARKER: H = DRILL HOLE
 RJ0920_SETTING: 80 = SET IN A BOULDER
 RJ0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0920+STABILITY: SURFACE MOTION
 RJ0920
 RJ0920  HISTORY     - Date     Condition        Report By
 RJ0920  HISTORY     - 1944     MONUMENTED       IBC
 RJ0920  HISTORY     - 1958     GOOD             IBC
 RJ0920
 RJ0920                          STATION DESCRIPTION
 RJ0920
 RJ0920'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RJ0920'ON A PROMINENT POINT ON W SIDE OF THE N PART OF EAST NEEBISH ISLAND,
 RJ0920'DIRECTLY ACROSS THE EAST NEEBISH CHANNEL RAPIDS FROM POINT ELISHA
 RJ0920'ON SUGAR ISLAND.  IT IS IN A LARGE ROCK 6 FEET FROM THE WATER ON
 RJ0920'THE END OF THE POINT.
 RJ0920'
 RJ0920'STATION MARK IS A DRILL HOLE IN THE ROCK.
 RJ0920
 RJ0920                          STATION RECOVERY (1958)
 RJ0920
 RJ0920'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0920'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 OG0993 ***********************************************************************
 OG0993  DESIGNATION -  TUG SUB IWC
 OG0993  PID         -  OG0993
 OG0993  STATE/COUNTY-  ON/NIAGARA
 OG0993  COUNTRY     -  CANADA
 OG0993  NTS MAPSHEET-  NIAGARA (2020)
 OG0993
 OG0993                         *CURRENT SURVEY CONTROL
 OG0993  ______________________________________________________________________
 OG0993* NAD 83(1996) POSITION- 43 05 40.30725(N) 079 04 01.07170(W)   ADJUSTED
 OG0993* NAVD 88 ORTHO HEIGHT -   144.    (meters)      472.    (feet) SCALED
 OG0993  ______________________________________________________________________
 OG0993  GEOID HEIGHT    -        -36.351 (meters)                     EGM08
 OG0993  HORZ ORDER      -  THIRD
 OG0993
 OG0993.The positional and height information provided upon this datasheet are not
 OG0993.officially recognized by the Government of Canada, provincial governments
 OG0993.within Canada, nor are they intended to replace or substitute for them.
 OG0993.The intent of sharing this data is to allow access to positions or heights
 OG0993.recognized by the United States Government. Passive control that is used by
 OG0993.both nations may share the same or similar designations or descriptions but
 OG0993.do not share official positions or heights. The 'Station Description' may
 OG0993.originate from a Canadian 'Station Report' and if so contains information
 OG0993.licensed under the 'Open Government License - Canada'.
 OG0993
 OG0993.The horizontal coordinates were established by classical geodetic methods
 OG0993.and adjusted by the National Geodetic Survey in January 1999.
 OG0993
 OG0993.The orthometric height was scaled from a topographic map.
 OG0993
 OG0993.Significant digits in the geoid height do not necessarily reflect accuracy.
 OG0993
 OG0993.Click photographs - Photos may exist for this station.
 OG0993
 OG0993. The following values were computed from the NAD 83(1996) position.
 OG0993
 OG0993;                    North         East     Units Scale Factor Converg.
 OG0993;UTM  17      - 4,773,125.699   657,318.833   MT  0.99990446   +1 19 15.3
 OG0993
 OG0993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OG0993!UTM  17      -   0.99998314  x   0.99990446  =   0.99988761
 OG0993
 OG0993:                Primary Azimuth Mark                     Grid Az
 OG0993:UTM  17      -  ROPE SUB                                 021 33 39.9
 OG0993
 OG0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TPH5731873125(NAD 83)
 OG0993
 OG0993|---------------------------------------------------------------------|
 OG0993| PID    Reference Object                     Distance      Geod. Az  |
 OG0993|                                                           dddmmss.s |
 OG0993| OG1054 ROPE SUB                            APPROX. 0.6 KM 0225255.2 |
 OG0993| OG0989 POWER IBC                           439.580 METERS 1441627.1 |
 OG0993| OG0992 RAINBOW                             APPROX. 0.6 KM 1782702.9 |
 OG0993| OG0994 TUG IWC                              23.186 METERS 18445     |
 OG0993| OG1006 ARCH                                409.714 METERS 2031815.1 |
 OG0993|---------------------------------------------------------------------|
 OG0993
 OG0993                          SUPERSEDED SURVEY CONTROL
 OG0993
 OG0993  NAD 83(1986)-  43 05 40.31309(N)    079 04 01.06947(W) AD(       ) 3
 OG0993  NAD 27      -  43 05 40.11246(N)    079 04 01.90573(W) AD(       ) 3
 OG0993
 OG0993.Superseded values are not recommended for survey control.
 OG0993
 OG0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OG0993.See file dsdata.pdf to determine how the superseded data were derived.
 OG0993
 OG0993_MARKER: DD = SURVEY DISK
 OG0993_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OG0993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OG0993
 OG0993  HISTORY     - Date     Condition        Report By
 OG0993  HISTORY     - 1941     MONUMENTED       IBC
 OG0993  HISTORY     - 1971     GOOD             IBC
 OG0993
 OG0993                          STATION DESCRIPTION
 OG0993
 OG0993'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1941 (JGH)
 OG0993'ON THE CANADIAN SIDE OF THE NIAGARA RIVER, ON THE TOP OF THE HIGH
 OG0993'CLIFF OVERLOOKING THE RIVER, ON A PROMINENT POINT OF LAND ABOUT
 OG0993'ONE - FOURTH MILE NORTH OF THE RAINBOW ARCH BRIDGE.  THE STATION IS
 OG0993'ABOUT 50 FEET NORTH OF THE TIP OF THE POINT AND ONE - HALF BLOCK
 OG0993'NORTH OF THE INTERSECTION OF JOHN STREET, NIAGARA FALLS, ONT, WITH
 OG0993'RIVER ROAD.  IT IS ABOUT MIDWAY BETWEEN THE EDGE OF THE CLIFF AND THE
 OG0993'STONE WALL ALONG THE EAST SIDE OF RIVER ROAD AND ABOUT 12 FEET EAST OF
 OG0993'A DOUBLE TREE, THE LARGEST TREE ON THE POINT.
 OG0993'
 OG0993'STATION MARK, AN IBC STANDARD BRONZE - DISK STATION MARK SET NEARLY
 OG0993'FLUSH WITH THE SURFACE OF THE GROUND IN THE TOP OF A CYLINDER OF
 OG0993'CONCRETE 1 FOOT IN DIAMETER AND 1 FOOT IN DEPTH.  THE SUBSURFACE MARK
 OG0993'IS A BRASS SCREW CEMENTED 1 FOOT UNDERGROUND IN A DRILL HOLE IN THE
 OG0993'BEDROCK.  THERE ARE THREE REFERENCES.  NO 1 IS A DRILL HOLE 1 INCH IN
 OG0993'DIAMETER AND 1-1/2 INCHES IN DEPTH IN THE TOP OF A LARGE BOULDER
 OG0993'SHOWING A TRIANGULAR SURFACE ABOUT 30 INCHES ON A SIDE.  THE EAST
 OG0993'SIDE OF THE BOULDER IS ABOUT 18 INCHES ABOVE THE SURFACE OF THE
 OG0993'GROUND AND THE WEST SIDE IS ABOUT FLUSH.  THE BOULDER IS 6 FEET EAST
 OG0993'OF THE WALL AND 7 FEET NORTH OF THE DOUBLE TREE.  NO 2 IS AN IRON POST
 OG0993'3 FEET EAST OF THE WALL AND 12 FEET SOUTH OF THE TREE.  MOUNTED ON
 OG0993'THE POST IS A SIGN READING---KINGS HIGHWAY NO. 8---.  NO 3 IS A DRILL
 OG0993'HOLE 1 INCH IN DIAMETER AND 1 INCH IN DEPTH IN A ROCK SHOWING AN
 OG0993'AREA ABOUT 1 FOOT SQUARE, FLUSH WITH THE SURFACE OF THE GROUND.  THE
 OG0993'ROCK IS ABOUT 8 FEET FROM THE EDGE OF THE CLIFF.  TUG IWC NOT MARKED.
 OG0993
 OG0993                          STATION RECOVERY (1971)
 OG0993
 OG0993'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1971 (HGD)
 OG0993'THE STATION AND REFERENCE NO 1 WERE RECOVERED AS DESCRIBED AND FOUND
 OG0993'IN GOOD CONDITION.  REFERENCE NO 2 WAS NOT RECOVERED.  LIGHT POLE
 OG0993'NO 1504 IS 62.5 FEET NORTH OF THE STATION AND LIGHT POLE NO 1518 IS
 OG0993'42.7 FEET SOUTHWEST OF THE STATION.  THE STATION IS 24 FEET EAST OF
 OG0993'THE WALL ALONG A SIDEWALK AND 18 FEET EAST OF A STEEL, WITNESS POST
 OG0993'WITH METAL SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0877 ***********************************************************************
 RJ0877  DESIGNATION -  TULL IBC 1944
 RJ0877  PID         -  RJ0877
 RJ0877  STATE/COUNTY-  ON/ALGOMA
 RJ0877  COUNTRY     -  CANADA
 RJ0877  NTS MAPSHEET-  LAKE GEORGE (2020)
 RJ0877
 RJ0877                         *CURRENT SURVEY CONTROL
 RJ0877  ______________________________________________________________________
 RJ0877* NAD 83(1986) POSITION- 46 29 39.94894(N) 084 04 42.98821(W)   ADJUSTED
 RJ0877* NAVD 88 ORTHO HEIGHT -   181.    (meters)      594.    (feet) SCALED
 RJ0877  ______________________________________________________________________
 RJ0877  GEOID HEIGHT    -        -37.226 (meters)                     EGM08
 RJ0877  HORZ ORDER      -  THIRD
 RJ0877
 RJ0877.The positional and height information provided upon this datasheet are not
 RJ0877.officially recognized by the Government of Canada, provincial governments
 RJ0877.within Canada, nor are they intended to replace or substitute for them.
 RJ0877.The intent of sharing this data is to allow access to positions or heights
 RJ0877.recognized by the United States Government. Passive control that is used by
 RJ0877.both nations may share the same or similar designations or descriptions but
 RJ0877.do not share official positions or heights. The 'Station Description' may
 RJ0877.originate from a Canadian 'Station Report' and if so contains information
 RJ0877.licensed under the 'Open Government License - Canada'.
 RJ0877
 RJ0877.The horizontal coordinates were established by classical geodetic methods
 RJ0877.and adjusted by the National Geodetic Survey in July 1986.
 RJ0877
 RJ0877.The orthometric height was scaled from a topographic map.
 RJ0877
 RJ0877.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0877
 RJ0877.Click photographs - Photos may exist for this station.
 RJ0877
 RJ0877. The following values were computed from the NAD 83(1986) position.
 RJ0877
 RJ0877;                    North         East     Units Scale Factor Converg.
 RJ0877;UTM  16      - 5,153,131.568   724,181.868   MT  1.00021781   +2 07 11.2
 RJ0877;UTM  17      - 5,153,590.138   263,754.294   MT  1.00028609   -2 14 02.3
 RJ0877
 RJ0877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0877!UTM  16      -   0.99997746  x   1.00021781  =   1.00019527
 RJ0877!UTM  17      -   0.99997746  x   1.00028609  =   1.00026354
 RJ0877
 RJ0877:                Primary Azimuth Mark                     Grid Az
 RJ0877:UTM  16      -  ECHO IBC 1944                            146 16 33.0
 RJ0877:UTM  17      -  ECHO IBC 1944                            150 37 46.5
 RJ0877
 RJ0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2418153131(NAD 83)
 RJ0877
 RJ0877|---------------------------------------------------------------------|
 RJ0877| PID    Reference Object                     Distance      Geod. Az  |
 RJ0877|                                                           dddmmss.s |
 RJ0877| RJ0876 ECHO IBC 1944                       APPROX. 4.4 KM 1482344.2 |
 RJ0877|---------------------------------------------------------------------|
 RJ0877
 RJ0877                          SUPERSEDED SURVEY CONTROL
 RJ0877
 RJ0877  NAD 27      -  46 29 39.86700(N)    084 04 42.89500(W) AD(       ) 3
 RJ0877
 RJ0877.Superseded values are not recommended for survey control.
 RJ0877
 RJ0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0877.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0877
 RJ0877_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0877_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ0877+WITH SETTING: PAVEMENT
 RJ0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0877+STABILITY: SURFACE MOTION
 RJ0877
 RJ0877  HISTORY     - Date     Condition        Report By
 RJ0877  HISTORY     - 1944     MONUMENTED       IBC
 RJ0877  HISTORY     - 1958     GOOD             IBC
 RJ0877
 RJ0877                          STATION DESCRIPTION
 RJ0877
 RJ0877'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RJ0877'ON THE EXTREME S END OF SAND ISLAND, ON THE HIGH ROAD EMBANKMENT,
 RJ0877'70.55 FEET FROM THE NW CORNER OF THE W ABUTMENT OF THE HIGHWAY
 RJ0877'BRIDGE OVER THE ENTRACE TO ECHO BAY, AND 23.45 FEET FROM THE CENTER
 RJ0877'LINE OF THE CONCRETE HIGHWAY.  IT IS 27 FEET N OF THE TOWNSHIP OF
 RJ0877'MACDONALDS SIGNPOST.  IT IS AT THE TOP OF THE ROAD EMBANKMENT, 10
 RJ0877'FEET ABOVE THE WATER IN LAKE GEORGE, AND 3 FEET OUTSIDE THE
 RJ0877'STEEL - CABLE FENCE ON THE W SIDE OF THE ROAD.
 RJ0877'
 RJ0877'STATION MARK IS A 1/2-INCH DRILL HOLE IN A LARGE FLAT ROCK BURIED
 RJ0877'2 FEET UNDERGROUND.  A STANDARD I B C BRONZE DISK IN THE TOP OF A
 RJ0877'CYLINDER OF CONCRETE, 7 INCHES IN DIAMETER BY 20 INCHES LONG, IS
 RJ0877'SET OVER THE STATION, PROJECTING 2 INCHES WITH ROCKS PILED AROUND
 RJ0877'IT.
 RJ0877
 RJ0877                          STATION RECOVERY (1958)
 RJ0877
 RJ0877'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0877'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC1244 ***********************************************************************
 TC1244  DESIGNATION -  TUNNEL
 TC1244  PID         -  TC1244
 TC1244  STATE/COUNTY-  ON/RAINY RIVER
 TC1244  COUNTRY     -  CANADA
 TC1244  NTS MAPSHEET-  RAINY RIVER (2020)
 TC1244
 TC1244                         *CURRENT SURVEY CONTROL
 TC1244  ______________________________________________________________________
 TC1244* NAD 83(1996) POSITION- 48 42 33.53056(N) 094 32 26.30771(W)   ADJUSTED
 TC1244* NAVD 88 ORTHO HEIGHT -   329.    (meters)     1079.    (feet) SCALED
 TC1244  ______________________________________________________________________
 TC1244  GEOID HEIGHT    -        -29.030 (meters)                     EGM08
 TC1244  HORZ ORDER      -  THIRD
 TC1244
 TC1244.The positional and height information provided upon this datasheet are not
 TC1244.officially recognized by the Government of Canada, provincial governments
 TC1244.within Canada, nor are they intended to replace or substitute for them.
 TC1244.The intent of sharing this data is to allow access to positions or heights
 TC1244.recognized by the United States Government. Passive control that is used by
 TC1244.both nations may share the same or similar designations or descriptions but
 TC1244.do not share official positions or heights. The 'Station Description' may
 TC1244.originate from a Canadian 'Station Report' and if so contains information
 TC1244.licensed under the 'Open Government License - Canada'.
 TC1244
 TC1244.The horizontal coordinates were established by classical geodetic methods
 TC1244.and adjusted by the National Geodetic Survey in March 1999.
 TC1244
 TC1244.The orthometric height was scaled from a topographic map.
 TC1244
 TC1244.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1244
 TC1244.Click photographs - Photos may exist for this station.
 TC1244
 TC1244. The following values were computed from the NAD 83(1996) position.
 TC1244
 TC1244;                    North         East     Units Scale Factor Converg.
 TC1244;UTM  15      - 5,396,287.491   386,661.068   MT  0.99975782   -1 09 27.8
 TC1244
 TC1244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1244!UTM  15      -   0.99995293  x   0.99975782  =   0.99971077
 TC1244
 TC1244:                Primary Azimuth Mark                     Grid Az
 TC1244:UTM  15      -  BRANCH                                   158 07 10.8
 TC1244
 TC1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8666196287(NAD 83)
 TC1244
 TC1244|---------------------------------------------------------------------|
 TC1244| PID    Reference Object                     Distance      Geod. Az  |
 TC1244|                                                           dddmmss.s |
 TC1244| TC0847 BRANCH                              APPROX. 0.6 KM 1565743.0 |
 TC1244| TC1235 TENT                                328.172 METERS 23457     |
 TC1244| TC0886 CROW                                APPROX. 0.5 KM 3350144.1 |
 TC1244|---------------------------------------------------------------------|
 TC1244
 TC1244                          SUPERSEDED SURVEY CONTROL
 TC1244
 TC1244  NAD 83(1986)-  48 42 33.51218(N)    094 32 26.30668(W) AD(       ) 3
 TC1244
 TC1244.Superseded values are not recommended for survey control.
 TC1244
 TC1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1244.See file dsdata.pdf to determine how the superseded data were derived.
 TC1244
 TC1244_MARKER: Z = SEE DESCRIPTION
 TC1244_SETTING: 0 = UNSPECIFIED SETTING
 TC1244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TC1244
 TC1244  HISTORY     - Date     Condition        Report By
 TC1244  HISTORY     - 1914     MONUMENTED       IBC
 TC1244
 TC1244                          STATION DESCRIPTION
 TC1244
 TC1244'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC1244'ON THE NORTH BANK OF RAINY RIVER, ABOUT 1-1/2 MILES SOUTHEAST OF THE
 TC1244'TOWN OF RAINY RIVER, ONTARIO.  THE STATION IS IN A HAY FIELD, ABOUT
 TC1244'14 METERS WEST OF A SECTION - LINE FENCE AND 73 METERS SOUTH OF THE
 TC1244'FENCE CORNER.  IT IS ABOUT 4 METERS ABOVE AND 41 METERS BACK FROM THE
 TC1244'RIVERS EDGE.
 TC1244'
 TC1244'STATION MARK--NO SURFACE MARK.  SUBSURFACE MARK IS A STONE AND A BALL
 TC1244'OF WIRE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0778 ***********************************************************************
 RJ0778  DESIGNATION -  TURN IBC 1943
 RJ0778  PID         -  RJ0778
 RJ0778  STATE/COUNTY-  ON/ALGOMA
 RJ0778  COUNTRY     -  CANADA
 RJ0778  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ0778
 RJ0778                         *CURRENT SURVEY CONTROL
 RJ0778  ______________________________________________________________________
 RJ0778* NAD 83(1986) POSITION- 46 31 56.74349(N) 084 08 45.40064(W)   ADJUSTED
 RJ0778* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0778  ______________________________________________________________________
 RJ0778  GEOID HEIGHT    -        -37.229 (meters)                     EGM08
 RJ0778  HORZ ORDER      -  THIRD
 RJ0778
 RJ0778.The positional and height information provided upon this datasheet are not
 RJ0778.officially recognized by the Government of Canada, provincial governments
 RJ0778.within Canada, nor are they intended to replace or substitute for them.
 RJ0778.The intent of sharing this data is to allow access to positions or heights
 RJ0778.recognized by the United States Government. Passive control that is used by
 RJ0778.both nations may share the same or similar designations or descriptions but
 RJ0778.do not share official positions or heights. The 'Station Description' may
 RJ0778.originate from a Canadian 'Station Report' and if so contains information
 RJ0778.licensed under the 'Open Government License - Canada'.
 RJ0778
 RJ0778.The horizontal coordinates were established by classical geodetic methods
 RJ0778.and adjusted by the National Geodetic Survey in July 1986.
 RJ0778
 RJ0778.The orthometric height was scaled from a topographic map.
 RJ0778
 RJ0778.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0778
 RJ0778.Click photographs - Photos may exist for this station.
 RJ0778
 RJ0778. The following values were computed from the NAD 83(1986) position.
 RJ0778
 RJ0778;                    North         East     Units Scale Factor Converg.
 RJ0778;UTM  16      - 5,157,164.522   718,862.085   MT  1.00018882   +2 04 19.9
 RJ0778
 RJ0778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0778!UTM  16      -   0.99997824  x   1.00018882  =   1.00016706
 RJ0778
 RJ0778:                Primary Azimuth Mark                     Grid Az
 RJ0778:UTM  16      -  BANK                                     071 26 43.8
 RJ0778
 RJ0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1886257164(NAD 83)
 RJ0778
 RJ0778|---------------------------------------------------------------------|
 RJ0778| PID    Reference Object                     Distance      Geod. Az  |
 RJ0778|                                                           dddmmss.s |
 RJ0778| RJ0773 BANK                                445.275 METERS 0733103.7 |
 RJ0778| RJ0774 PAYMENT                             310.994 METERS 12727     |
 RJ0778| RJ0775 REF MON 26                          294.007 METERS 13301     |
 RJ0778| RJ0776 ROAD                                378.875 METERS 16237     |
 RJ0778| RJ0777 ROCHA                               414.168 METERS 1772811.2 |
 RJ0778| RJ0781 PAYMENT CHURCH CROSS                APPROX. 0.7 KM 2160305.3 |
 RJ0778| RJ0779 TERTIARY 10 R USLS                  156.086 METERS 24507     |
 RJ0778| RJ0780 BASSAWA  IBC 1943                   418.314 METERS 2454320.0 |
 RJ0778| RJ0785 GARDEN RIVER ST JOHNS CH CROSS      APPROX. 1.2 KM 2560359.8 |
 RJ0778|---------------------------------------------------------------------|
 RJ0778
 RJ0778                          SUPERSEDED SURVEY CONTROL
 RJ0778
 RJ0778  NAD 27      -  46 31 56.65700(N)    084 08 45.29100(W) AD(       ) 3
 RJ0778
 RJ0778.Superseded values are not recommended for survey control.
 RJ0778
 RJ0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0778.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0778
 RJ0778_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0778+STABILITY: SURFACE MOTION
 RJ0778
 RJ0778  HISTORY     - Date     Condition        Report By
 RJ0778  HISTORY     - 1943     MONUMENTED       IBC
 RJ0778  HISTORY     - 1958     GOOD             IBC
 RJ0778
 RJ0778                          STATION DESCRIPTION
 RJ0778
 RJ0778'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0778'AT TURN IN WELL TRAVELED ROAD, 8 FEET BACK FROM TOP OF BANK, ABOUT
 RJ0778'25 FEET BACK FROM SHORE, AND ABOUT 15 FEET ABOVE WATER.  IT IS
 RJ0778'13 FEET S OF CENTER OF E - AND - W ROAD, 36.5 FEET SSE OF CORNER
 RJ0778'FENCE POST, 81 FEET SW OF CORNER FENCE POST ON E SIDE OF N - AND - S
 RJ0778'ROAD, AND 6 FEET W OF CENTER LINE OF THIS ROAD.
 RJ0778'
 RJ0778'STATION MRK IS A STANDARD I B C BRONZE - DISK STATION MARK IN A
 RJ0778'CYLINDER OF CONCRETE, 7 INCHES IN DIAMETER AND 20 INCHES LONG, SET
 RJ0778'FLUSH WITH SURFACE OF GROUND.  SUBSURFACE MARK IS A ROUND - HEADED
 RJ0778'COPPER RIVET IN A CYLINDER OF CONCRETE, 7 INCHES IN DIAMETER AND
 RJ0778'10 INCHES LONG, SET 2 FEET UNDERGROUND.
 RJ0778
 RJ0778                          STATION RECOVERY (1958)
 RJ0778
 RJ0778'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0778'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 DL5319 ***********************************************************************
 DL5319  DESIGNATION -  UBOLT WEIR 4
 DL5319  PID         -  DL5319
 DL5319  STATE/COUNTY-  ON/STORMONT DUNDAS AND GLEN
 DL5319  COUNTRY     -  CANADA
 DL5319  NTS MAPSHEET-  CORNWALL (2020)
 DL5319
 DL5319                         *CURRENT SURVEY CONTROL
 DL5319  ______________________________________________________________________
 DL5319* NAD 83(1986) POSITION- 45 01 35.4    (N) 074 47 23.5    (W)   HD_HELD2
 DL5319* NAVD 88 ORTHO HEIGHT -    63.149 (meters)      207.18  (feet) ADJUSTED
 DL5319  ______________________________________________________________________
 DL5319  GEOID HEIGHT    -        -31.537 (meters)                     EGM08
 DL5319  DYNAMIC HEIGHT  -         63.148 (meters)      207.18  (feet) COMP
 DL5319  MODELED GRAVITY -    980,600.3   (mgal)                       NAVD 88
 DL5319
 DL5319  VERT ORDER      -  FIRST     CLASS II
 DL5319
 DL5319.The positional and height information provided upon this datasheet are not
 DL5319.officially recognized by the Government of Canada, provincial governments
 DL5319.within Canada, nor are they intended to replace or substitute for them.
 DL5319.The intent of sharing this data is to allow access to positions or heights
 DL5319.recognized by the United States Government. Passive control that is used by
 DL5319.both nations may share the same or similar designations or descriptions but
 DL5319.do not share official positions or heights. The 'Station Description' may
 DL5319.originate from a Canadian 'Station Report' and if so contains information
 DL5319.licensed under the 'Open Government License - Canada'.
 DL5319
 DL5319.The horizontal coordinates were established by autonomous hand held GPS
 DL5319.observations and have an estimated accuracy of +/- 10 meters.
 DL5319
 DL5319.The orthometric height was determined by differential leveling and
 DL5319.adjusted by the NATIONAL GEODETIC SURVEY
 DL5319.in October 2009.
 DL5319
 DL5319.No vertical observational check was made to the station.
 DL5319
 DL5319.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5319
 DL5319.Click photographs - Photos may exist for this station.
 DL5319
 DL5319.The dynamic height is computed by dividing the NAVD 88
 DL5319.geopotential number by the normal gravity value computed on the
 DL5319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5319.degrees latitude (g = 980.6199 gals.).
 DL5319
 DL5319.The modeled gravity was interpolated from observed gravity values.
 DL5319
 DL5319
 DL5319_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TWQ1655485915(NAD 83)
 DL5319
 DL5319                          SUPERSEDED SURVEY CONTROL
 DL5319
 DL5319.No superseded survey control is available for this station.
 DL5319
 DL5319_MARKER: Z = SEE DESCRIPTION
 DL5319_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL5319_SP_SET: STEEL FLOOD CONTROL GATE
 DL5319_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL5319
 DL5319  HISTORY     - Date     Condition        Report By
 DL5319  HISTORY     - 20081027 MONUMENTED       ONTAPW
 DL5319  HISTORY     - 20220914 MARK NOT FOUND   NGS
 DL5319
 DL5319                          STATION DESCRIPTION
 DL5319
 DL5319'DESCRIBED BY ONTARIO POWER GENERATION 2008
 DL5319'THE MARK IS LOCATED ABOUT 3.05 MI (4.9 KM) WEST OF CORNWALL, ONT.,
 DL5319'1.23 MI (2.0 KM) NORTH NORTHEAST OF SAUNDERS DAM OWNERSHIP ONTARIO
 DL5319'POWER GENERATION. CONTACT THE ENGINEERING DEPARTMENT AT 613-932-3072
 DL5319'TO OBTAIN PERMISSION TO ACCESS THE MARK.
 DL5319'
 DL5319'TO REACH FROM THE INTERSECTION OF SECOND STREET AND POWER DAM DRIVE IN
 DL5319'CORNWALL, ONT, TRAVEL WEST ON SECOND STREET FOR 0.96 MI (1.5 KM) TO A
 DL5319'GATE, PASS THROUGH GATE AND TRAVEL NORTH ON ROAD FOR 0.84 MI (1.4 KM)
 DL5319'TO THE MARK ON THE LEFT.
 DL5319'
 DL5319'THE MARK IS THE TOP OF A 4 INCH (10 CM) U BOLT WELDED TO A STEEL FLOOD
 DL5319'CONTROL GATE MARKED WEIR 4, PROJECTING 4 INCHES (10 CM) ABOVE FLOOD
 DL5319'CONTROL GATE.
 DL5319
 DL5319                          STATION RECOVERY (2022)
 DL5319
 DL5319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (JAO)
 DL5319'THIS MARK HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC1246 ***********************************************************************
 TC1246  DESIGNATION -  VACANT
 TC1246  PID         -  TC1246
 TC1246  STATE/COUNTY-  ON/RAINY RIVER
 TC1246  COUNTRY     -  CANADA
 TC1246  NTS MAPSHEET-  PINEWOOD (2020)
 TC1246
 TC1246                         *CURRENT SURVEY CONTROL
 TC1246  ______________________________________________________________________
 TC1246* NAD 83(1996) POSITION- 48 39 34.83974(N) 094 15 04.17056(W)   ADJUSTED
 TC1246* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 TC1246  ______________________________________________________________________
 TC1246  GEOID HEIGHT    -        -29.356 (meters)                     EGM08
 TC1246  HORZ ORDER      -  THIRD
 TC1246
 TC1246.The positional and height information provided upon this datasheet are not
 TC1246.officially recognized by the Government of Canada, provincial governments
 TC1246.within Canada, nor are they intended to replace or substitute for them.
 TC1246.The intent of sharing this data is to allow access to positions or heights
 TC1246.recognized by the United States Government. Passive control that is used by
 TC1246.both nations may share the same or similar designations or descriptions but
 TC1246.do not share official positions or heights. The 'Station Description' may
 TC1246.originate from a Canadian 'Station Report' and if so contains information
 TC1246.licensed under the 'Open Government License - Canada'.
 TC1246
 TC1246.The horizontal coordinates were established by classical geodetic methods
 TC1246.and adjusted by the National Geodetic Survey in March 1999.
 TC1246
 TC1246.The orthometric height was scaled from a topographic map.
 TC1246
 TC1246.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1246
 TC1246.Click photographs - Photos may exist for this station.
 TC1246
 TC1246. The following values were computed from the NAD 83(1996) position.
 TC1246
 TC1246;                    North         East     Units Scale Factor Converg.
 TC1246;UTM  15      - 5,390,380.216   407,866.176   MT  0.99970429   -0 56 22.0
 TC1246
 TC1246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1246!UTM  15      -   0.99995345  x   0.99970429  =   0.99965776
 TC1246
 TC1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP0786690380(NAD 83)
 TC1246
 TC1246|---------------------------------------------------------------------|
 TC1246| PID    Reference Object                     Distance      Geod. Az  |
 TC1246|                                                           dddmmss.s |
 TC1246| TC1041 BOUNDARY REF MON 129                394.594 METERS 19523     |
 TC1246| TC1040 REF MON 128                         326.505 METERS 26821     |
 TC1246| TC0818 ARNOLD                              308.931 METERS 33719     |
 TC1246|---------------------------------------------------------------------|
 TC1246
 TC1246                          SUPERSEDED SURVEY CONTROL
 TC1246
 TC1246  NAD 83(1986)-  48 39 34.82269(N)    094 15 04.16133(W) AD(       ) 3
 TC1246
 TC1246.Superseded values are not recommended for survey control.
 TC1246
 TC1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1246.See file dsdata.pdf to determine how the superseded data were derived.
 TC1246
 TC1246_MARKER: X = CHISELED CROSS
 TC1246_SETTING: 80 = SET IN A BOULDER
 TC1246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1246+STABILITY: SURFACE MOTION
 TC1246
 TC1246  HISTORY     - Date     Condition        Report By
 TC1246  HISTORY     - 1914     MONUMENTED       IBC
 TC1246
 TC1246                          STATION DESCRIPTION
 TC1246
 TC1246'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC1246'ON THE EAST BANK OF RAINY RIVER, ABOUT ONE - FOURTH MILE NORTHEAST OF
 TC1246'THE FRONTIER (MINN) STORE.  THE STATION IS ON THE EDGE OF A HAYFIELD
 TC1246'ABOUT 8 METERS ABOVE AND 12 METERS BACK FROM THE RIVERS EDGE.  AN OLD
 TC1246'BARN BEARS SOUTH BY EAST ABOUT 40 METERS FROM THE STATION.
 TC1246'
 TC1246'STATION MARK--A CROSS CUT IN A STONE.  SUBSURFACE MARK IS A BALL OF
 TC1246'WIRE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TA0121 ***********************************************************************
 TA0121  DESIGNATION -  VERA
 TA0121  PID         -  TA0121
 TA0121  STATE/COUNTY-  ON/RAINY RIVER
 TA0121  COUNTRY     -  CANADA
 TA0121  NTS MAPSHEET-  SAGANAGA LAKE (2020)
 TA0121
 TA0121                         *CURRENT SURVEY CONTROL
 TA0121  ______________________________________________________________________
 TA0121* NAD 83(1996) POSITION- 48 14 07.94977(N) 090 57 53.83509(W)   ADJUSTED
 TA0121* NAVD 88 ORTHO HEIGHT -   486.    (meters)     1594.    (feet) SCALED
 TA0121  ______________________________________________________________________
 TA0121  GEOID HEIGHT    -        -32.143 (meters)                     EGM08
 TA0121  HORZ ORDER      -  FIRST
 TA0121
 TA0121.The positional and height information provided upon this datasheet are not
 TA0121.officially recognized by the Government of Canada, provincial governments
 TA0121.within Canada, nor are they intended to replace or substitute for them.
 TA0121.The intent of sharing this data is to allow access to positions or heights
 TA0121.recognized by the United States Government. Passive control that is used by
 TA0121.both nations may share the same or similar designations or descriptions but
 TA0121.do not share official positions or heights. The 'Station Description' may
 TA0121.originate from a Canadian 'Station Report' and if so contains information
 TA0121.licensed under the 'Open Government License - Canada'.
 TA0121
 TA0121.The horizontal coordinates were established by classical geodetic methods
 TA0121.and adjusted by the National Geodetic Survey in March 1999.
 TA0121
 TA0121.The orthometric height was scaled from a topographic map.
 TA0121
 TA0121.Significant digits in the geoid height do not necessarily reflect accuracy.
 TA0121
 TA0121.Click photographs - Photos may exist for this station.
 TA0121
 TA0121. The following values were computed from the NAD 83(1996) position.
 TA0121
 TA0121;                    North         East     Units Scale Factor Converg.
 TA0121;UTM  15      - 5,344,482.281   651,109.418   MT  0.99988057   +1 31 05.5
 TA0121
 TA0121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TA0121!UTM  15      -   0.99992884  x   0.99988057  =   0.99980942
 TA0121
 TA0121:                Primary Azimuth Mark                     Grid Az
 TA0121:UTM  15      -  MABEL                                    132 41 21.9
 TA0121
 TA0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UXP5110944482(NAD 83)
 TA0121
 TA0121|---------------------------------------------------------------------|
 TA0121| PID    Reference Object                     Distance      Geod. Az  |
 TA0121|                                                           dddmmss.s |
 TA0121| TA0122 MABEL                               APPROX. 9.1 KM 1341227.4 |
 TA0121|---------------------------------------------------------------------|
 TA0121
 TA0121                          SUPERSEDED SURVEY CONTROL
 TA0121
 TA0121  NAD 83(1994)-  48 14 07.94979(N)    090 57 53.83621(W) AD(       ) 1
 TA0121  NAD 83(1986)-  48 14 07.94609(N)    090 57 53.81684(W) AD(       ) 1
 TA0121  NAD 27      -  48 14 08.35000(N)    090 57 53.42300(W) AD(       ) 1
 TA0121
 TA0121.Superseded values are not recommended for survey control.
 TA0121
 TA0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TA0121.See file dsdata.pdf to determine how the superseded data were derived.
 TA0121
 TA0121
 TA0121  HISTORY     - Date     Condition        Report By
 TA0121  HISTORY     - 1912     MONUMENTED       IBC
 TA0121  HISTORY     - 1917     GOOD             CGS
 TA0121
 TA0121                          STATION DESCRIPTION
 TA0121
 TA0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1917
 TA0121'ON NORTH SHORE OF SAGANAGA LAKE, 2-1/8 MILES NORTHEAST OF ENTRANCE
 TA0121'TO CACHE BAY, ON SUMMIT OF HIGH ROCK CLIFF, ABOUT 175 METERS
 TA0121'(574 FEET) BACK FROM LAKE SHORE, AND ABOUT 50 METERS (164 FEET)
 TA0121'ABOVE LAKE LEVEL.  MARKED BY COPPER BOLT STAMPED G.S.C. 1916.
 TA0121'FOUR REFERENCE MARKS (NOT DESCRIBED) ARE AS FOLLOWS--NO. 1,
 TA0121'12.40 METERS (40.7 FEET) FROM STATION S 52 DEG 11 MIN W.
 TA0121'NO. 2, 14.62 METERS (48.0 FEET) FROM STATION
 TA0121'N 28 DEG 18 MIN W.  NO. 3, 10.14 METERS (33.3 FEET) FROM STATION
 TA0121'N 83 DEG 29 MIN E.  AND NO. 4, ON BOUNDARY LINE
 TA0121'BETWEEN RAINY RIVER AND THUNDER BAY DISTRICTS AND 71.61 METERS
 TA0121'(234.9 FEET) FROM STATION N 76 DEG 18 MIN E.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TB1039 ***********************************************************************
 TB1039  DESIGNATION -  VERMILION
 TB1039  PID         -  TB1039
 TB1039  STATE/COUNTY-  ON/RAINY RIVER
 TB1039  COUNTRY     -  CANADA
 TB1039  NTS MAPSHEET-  LAC LA CROIX (2020)
 TB1039
 TB1039                         *CURRENT SURVEY CONTROL
 TB1039  ______________________________________________________________________
 TB1039* NAD 83(1996) POSITION- 48 18 52.98866(N) 092 23 21.70461(W)   ADJUSTED
 TB1039* NAVD 88 ORTHO HEIGHT -   442.    (meters)     1450.    (feet) SCALED
 TB1039  ______________________________________________________________________
 TB1039  GEOID HEIGHT    -        -31.689 (meters)                     EGM08
 TB1039  HORZ ORDER      -  FIRST
 TB1039
 TB1039.The positional and height information provided upon this datasheet are not
 TB1039.officially recognized by the Government of Canada, provincial governments
 TB1039.within Canada, nor are they intended to replace or substitute for them.
 TB1039.The intent of sharing this data is to allow access to positions or heights
 TB1039.recognized by the United States Government. Passive control that is used by
 TB1039.both nations may share the same or similar designations or descriptions but
 TB1039.do not share official positions or heights. The 'Station Description' may
 TB1039.originate from a Canadian 'Station Report' and if so contains information
 TB1039.licensed under the 'Open Government License - Canada'.
 TB1039
 TB1039.The horizontal coordinates were established by classical geodetic methods
 TB1039.and adjusted by the National Geodetic Survey in March 1999.
 TB1039
 TB1039.The orthometric height was scaled from a topographic map.
 TB1039
 TB1039.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB1039
 TB1039.Click photographs - Photos may exist for this station.
 TB1039
 TB1039. The following values were computed from the NAD 83(1996) position.
 TB1039
 TB1039;                    North         East     Units Scale Factor Converg.
 TB1039;UTM  15      - 5,351,461.077   545,272.985   MT  0.99962518   +0 27 21.7
 TB1039
 TB1039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TB1039!UTM  15      -   0.99993565  x   0.99962518  =   0.99956086
 TB1039
 TB1039:                Primary Azimuth Mark                     Grid Az
 TB1039:UTM  15      -  VERMILION AZ MK                          084 48 19.5
 TB1039
 TB1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UWP4527251461(NAD 83)
 TB1039
 TB1039|---------------------------------------------------------------------|
 TB1039| PID    Reference Object                     Distance      Geod. Az  |
 TB1039|                                                           dddmmss.s |
 TB1039| CJ2970 VERMILION AZ MK                                    0851541.2 |
 TB1039| CJ2972 VERMILION RM 2                        9.842 METERS 09543     |
 TB1039| CJ2971 VERMILION RM 1                        5.640 METERS 18827     |
 TB1039|---------------------------------------------------------------------|
 TB1039
 TB1039                          SUPERSEDED SURVEY CONTROL
 TB1039
 TB1039  NAD 83(1986)-  48 18 53.00487(N)    092 23 21.75183(W) AD(       ) 1
 TB1039  NAD 27      -  48 18 53.35100(N)    092 23 21.20400(W) AD(       ) 1
 TB1039
 TB1039.Superseded values are not recommended for survey control.
 TB1039
 TB1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB1039.See file dsdata.pdf to determine how the superseded data were derived.
 TB1039
 TB1039
 TB1039  HISTORY     - Date     Condition        Report By
 TB1039  HISTORY     - 1915     MONUMENTED       IBC
 TB1039  HISTORY     - 1924     GOOD             CGS
 TB1039  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TB1039
 TB1039                          STATION DESCRIPTION
 TB1039
 TB1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1924 (WM)
 TB1039'ABOUT 1-1/2 MILES EAST OF NORTH END OF LITTLE VERMILION LAKE,
 TB1039'ONE MILE NW OF TROUT LAKE, AND ON ROCK TIMBERED HILL WHICH IS
 TB1039'HIGHEST IN VICINITY.  MARKED BY STANDARD BRONZE DISK OF
 TB1039'INTERNATIONAL BOUNDARY COMMISSION IN SOLID ROCK.
 TB1039'
 TB1039'TO REACH FROM LITTLE VERMILION LAKE, PROCEED TO NARROW BAY
 TB1039'ABOUT 2 MILES S OF LITTLE VERMILION NARROWS ON EAST SIDE
 TB1039'OF LAKE, GO NORTH 3/4 MILE UP BAY TO 1/4-MILE PORTAGE LEADING
 TB1039'EAST TO TROUT LAKE, FOLLOW UP NORTHWEST SHORE OF LAKE TO
 TB1039'BLAZED TRAIL LEAVING LAKE FROM SHALLOW BAY JUST SOUTH OF
 TB1039'HIGH ROCK BLUFFS AND ABOUT ONE MILE FROM PORTAGE, AND FOLLOW
 TB1039'BLAZED TRAIL NORTH ABOUT ONE MILE TO STATION SITE.
 TB1039'
 TB1039'REFERENCE MARK IS GEODETIC SURVEY OF CANADA BRONZE DISK IN
 TB1039'SOLID ROCK 5.64 METERS (18.5 FEET) FROM STATION.
 TB1039
 TB1039                          STATION RECOVERY (1948)
 TB1039
 TB1039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CAS)
 TB1039'STATION IS ABOUT 1-1/2 MILES EAST OF NORTH END OF LITTLE
 TB1039'VERMILION LAKE, 1 MILE NORTHWEST OF TROUT LAKE, ON A ROCKY
 TB1039'TIMBERED HILL WHICH IS THE HIGHEST IN THE VICINITY.  IT IS
 TB1039'A STANDARD INTERNATIONAL BOUNDARY COMMISSION DISC WITH A TRIANGLE,
 TB1039'SET IN BEDROCK.  THE MARK IS NOT STAMPED.
 TB1039'
 TB1039'TO REACH STATION FROM CRANE LAKE POST OFFICE, TAKE MOTOR
 TB1039'BOAT TO NORTH END OF CRANE LAKE, THEN NORTH THROUGH NARROWS
 TB1039'TO SAND POINT LAKE.  TURN RIGHT AROUND POINT AND GO SOUTHEAST
 TB1039'THROUGH LITTLE VERMILION NARROWS AND LITTLE VERMILION LAKE
 TB1039'TO A LONG BAY LEADING NORTH FROM LITTLE VERMILION LAKE, 2
 TB1039'MILES SOUTHEAST OF THE NORTH END OF LAKE.  GO NORTH TO END OF
 TB1039'BAY, AND AN OLD ABANDONED CAMP WITH THREE CABINS STILL
 TB1039'STANDING.  FROM HERE TAKE WELL DEFINED TRAIL EAST FOR
 TB1039'APPROXIMATELY ONE-QUARTER MILE TO TROUT LAKE.  BY BOAT,
 TB1039'GO NORTHEAST ALONG THE NORTHWEST SHORE OF TROUT LAKE FOR 1
 TB1039'MILE TO LAST LARGE BAY ON THE NORTHWEST SHORE, AND A
 TB1039'TRIANGULAR BLAZED PINE AT THE ROCK LEDGE SHORE
 TB1039'LINE.  FROM HERE FOLLOW A WELL BLAZED TRAIL UP HILL IN A
 TB1039'NORTHERLY DIRECTION FOR ONE-HALF MILE TO WHERE THE TIMBER
 TB1039'THINS OUT, AND THE BLAZES ARE FARTHER APART.  CONTINUE IN A
 TB1039'NORTHERLY DIRECTION ALONG ROCKY RIDGE FOR ONE-HALF MILE TO
 TB1039'THE HIGHEST POINT AT THE NORTH EDGE OF RIDGE AND THE
 TB1039'STATION.
 TB1039'
 TB1039'REFERENCE MARK NO. 1 IS A GEODETIC SURVEY OF CANADA STANDARD
 TB1039'BRONZE DISC SET IN BEDROCK AND STAMPED VERMILLIAN.  IT IS
 TB1039'SOUTH OF THE STATION.
 TB1039'
 TB1039'REFERENCE MARK NO. 2 IS A STANDARD USC AND GS BRONZE DISC SET IN
 TB1039'BEDROCK AND STAMPED VERMILLION NO 2 1924 IBC.  IT IS EAST
 TB1039'OF THE STATION.
 TB1039'
 TB1039'AZIMUTH MARK IS A STANDARD BRONZE DISC SET IN BEDROCK AND
 TB1039'STAMPED VERMILLION 1924.  IT IS APPROX. 0.6 MILE EAST-SOUTH-EAST
 TB1039'OF THE STATION.
 TB1039'
 TB1039'WALTER SCOTT, A GUIDE WHO LIVES ON CRANE LAKE, NEAR THE POST
 TB1039'OFFICE, HAS A GOOD BOAT AND HAVING BEEN TO THE STATION ON
 TB1039'SEVERAL OCCASIONS KNOWS ITS LOCATION, AND WHERE THE LINES
 TB1039'HAVE BEEN CLEARED TO OTHER STATIONS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0869 ***********************************************************************
 RJ0869  DESIGNATION -  VESSEL
 RJ0869  PID         -  RJ0869
 RJ0869  STATE/COUNTY-  ON/ALGOMA
 RJ0869  COUNTRY     -  CANADA
 RJ0869  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ0869
 RJ0869                         *CURRENT SURVEY CONTROL
 RJ0869  ______________________________________________________________________
 RJ0869* NAD 83(1986) POSITION- 46 30 20.19674(N) 084 24 03.33386(W)   ADJUSTED
 RJ0869* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0869  ______________________________________________________________________
 RJ0869  GEOID HEIGHT    -        -37.029 (meters)                     EGM08
 RJ0869  HORZ ORDER      -  THIRD
 RJ0869
 RJ0869.The positional and height information provided upon this datasheet are not
 RJ0869.officially recognized by the Government of Canada, provincial governments
 RJ0869.within Canada, nor are they intended to replace or substitute for them.
 RJ0869.The intent of sharing this data is to allow access to positions or heights
 RJ0869.recognized by the United States Government. Passive control that is used by
 RJ0869.both nations may share the same or similar designations or descriptions but
 RJ0869.do not share official positions or heights. The 'Station Description' may
 RJ0869.originate from a Canadian 'Station Report' and if so contains information
 RJ0869.licensed under the 'Open Government License - Canada'.
 RJ0869
 RJ0869.The horizontal coordinates were established by classical geodetic methods
 RJ0869.and adjusted by the National Geodetic Survey in July 1986.
 RJ0869
 RJ0869.The orthometric height was scaled from a topographic map.
 RJ0869
 RJ0869.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0869
 RJ0869.Click photographs - Photos may exist for this station.
 RJ0869
 RJ0869. The following values were computed from the NAD 83(1986) position.
 RJ0869
 RJ0869;                    North         East     Units Scale Factor Converg.
 RJ0869;UTM  16      - 5,153,508.885   699,407.825   MT  1.00008879   +1 53 09.9
 RJ0869
 RJ0869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0869!UTM  16      -   0.99997821  x   1.00008879  =   1.00006700
 RJ0869
 RJ0869:                Primary Azimuth Mark                     Grid Az
 RJ0869:UTM  16      -  STEEL IBC 1943                           063 38 14.0
 RJ0869
 RJ0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9940753508(NAD 83)
 RJ0869
 RJ0869|---------------------------------------------------------------------|
 RJ0869| PID    Reference Object                     Distance      Geod. Az  |
 RJ0869|                                                           dddmmss.s |
 RJ0869| CH2090 VESSEL RM 3                          22.844 METERS 00240     |
 RJ0869| CH2089 VESSEL DRILL HOLE NORTH              25.807 METERS 00854     |
 RJ0869| RJ0868 REF MON 38 IWC 1912                 236.500 METERS 05726     |
 RJ0869| RJ0867 REF MON 38 ECC                      242.220 METERS 06035     |
 RJ0869| RJ0852 STEEL IBC 1943                      APPROX. 2.3 KM 0653123.9 |
 RJ0869| RJ1021 SAULT STE MARIE WATER TOWER         APPROX. 3.6 KM 1160249.4 |
 RJ0869| RJ1057 CADILLAC S00 LUMBER CO CHIMNEY      APPROX. 2.6 KM 1380258.7 |
 RJ0869| RJ1059 NORTHWEST LEATHER COMPANY STK       APPROX. 2.0 KM 1613847.4 |
 RJ0869| CH2088 VESSEL DRILL HOLE SW                  2.953 METERS 23745     |
 RJ0869|---------------------------------------------------------------------|
 RJ0869
 RJ0869                          SUPERSEDED SURVEY CONTROL
 RJ0869
 RJ0869  NAD 27      -  46 30 20.12500(N)    084 24 03.18000(W) AD(       ) 3
 RJ0869
 RJ0869.Superseded values are not recommended for survey control.
 RJ0869
 RJ0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0869.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0869
 RJ0869_MARKER: N = NAIL
 RJ0869_SETTING: 0 = UNSPECIFIED SETTING
 RJ0869
 RJ0869  HISTORY     - Date     Condition        Report By
 RJ0869  HISTORY     - 1943     MONUMENTED       IBC
 RJ0869  HISTORY     - 1958     SEE DESCRIPTION  IBC
 RJ0869  HISTORY     - 1968     SEE DESCRIPTION  USACE
 RJ0869
 RJ0869                          STATION DESCRIPTION
 RJ0869
 RJ0869'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0869'ON OLD VESSEL POINT, ABOUT 1-1/2 MILES UPRIVER FROM ALGOMA STEEL
 RJ0869'PLANT.  STATION IS ON LOW GROUND JUST OFF THE MAIN - LAND WHERE
 RJ0869'A ROCK REEF RUNS OUT FROM THE POINT ABOUT 100 FEET INTO THE RIVER.
 RJ0869'ABOUT 90 FEET S OF A SUMMER COTTAGE.  THE GROUND IS ABOUT LEVEL
 RJ0869'WITH HIGH - WATER MARK.
 RJ0869'
 RJ0869'STATION MARK IS A NAIL IN A HUB FLUSH WITH THE GROUND.
 RJ0869'
 RJ0869'THREE REFERENCE MARKS WERE ESTABLISHED--NO 1 IS A 1-INCH DRILL
 RJ0869'HOLE 1 INCH DEEP ON A BOULDER 5 BY 5 BY 3 FEET HIGH 9.69 FEET FROM
 RJ0869'STATION, S 57 DEG 45 MIN W.  NO 2 IS A 1-INCH DRILL
 RJ0869'HOLE 1/2 INCH DEEP IN A FLINTY ROCK 74.95 FEET FROM STATION AZIMUTH
 RJ0869'188 DEGREE 53 MINUTES 36 SECONDS.  AN I B C STANDARD BRONZE - DISK
 RJ0869'STATION MARK IS CEMENTED INTO A DRILL HOLE IN A ROUNDED ROCK 4 FEET
 RJ0869'IN DIAMETER WITH APEX 1-1/2 FEET ABOVE GROUND 84.67 FEET FROM THE
 RJ0869'STATION, N 02 DEG 40 MIN E.  THE DISK IS
 RJ0869'13.03 FEET NW FROM REFERENCE MARK 2, 5 FEET S OF THE S CORNER OF
 RJ0869'THE COTTAGE, AND 30.2 FEET FROM THE E CORNER OF THE COTTAGE.
 RJ0869
 RJ0869                          STATION RECOVERY (1958)
 RJ0869
 RJ0869'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0869'ALL REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 RJ0869
 RJ0869                          STATION RECOVERY (1968)
 RJ0869
 RJ0869'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1968
 RJ0869'STATION IS PROBABLY LOST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1378 ***********************************************************************
 RJ1378  DESIGNATION -  VESSEL VSC+070
 RJ1378  PID         -  RJ1378
 RJ1378  STATE/COUNTY-  ON/ALGOMA
 RJ1378  COUNTRY     -  CANADA
 RJ1378  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ1378
 RJ1378                         *CURRENT SURVEY CONTROL
 RJ1378  ______________________________________________________________________
 RJ1378* NAD 83(1986) POSITION- 46 30 05.68460(N) 084 24 04.28599(W)   ADJUSTED
 RJ1378* NAVD 88 ORTHO HEIGHT -   187.    (meters)      614.    (feet) VERTCON
 RJ1378  ______________________________________________________________________
 RJ1378  GEOID HEIGHT    -        -37.029 (meters)                     EGM08
 RJ1378  HORZ ORDER      -  SECOND
 RJ1378
 RJ1378.The positional and height information provided upon this datasheet are not
 RJ1378.officially recognized by the Government of Canada, provincial governments
 RJ1378.within Canada, nor are they intended to replace or substitute for them.
 RJ1378.The intent of sharing this data is to allow access to positions or heights
 RJ1378.recognized by the United States Government. Passive control that is used by
 RJ1378.both nations may share the same or similar designations or descriptions but
 RJ1378.do not share official positions or heights. The 'Station Description' may
 RJ1378.originate from a Canadian 'Station Report' and if so contains information
 RJ1378.licensed under the 'Open Government License - Canada'.
 RJ1378
 RJ1378.The horizontal coordinates were established by classical geodetic methods
 RJ1378.and adjusted by the National Geodetic Survey in May 1990.
 RJ1378
 RJ1378.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1378
 RJ1378.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1378
 RJ1378.Click photographs - Photos may exist for this station.
 RJ1378
 RJ1378. The following values were computed from the NAD 83(1986) position.
 RJ1378
 RJ1378;                    North         East     Units Scale Factor Converg.
 RJ1378;UTM  16      - 5,153,060.313   699,402.282   MT  1.00008877   +1 53 08.8
 RJ1378
 RJ1378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1378!UTM  16      -   0.99997651  x   1.00008877  =   1.00006528
 RJ1378
 RJ1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9940253060(NAD 83)
 RJ1378
 RJ1378                          SUPERSEDED SURVEY CONTROL
 RJ1378
 RJ1378  NGVD 29 (05/22/90)  187.     (m)          614.     (f) VERT ANG       
 RJ1378
 RJ1378.Superseded values are not recommended for survey control.
 RJ1378
 RJ1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1378.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1378
 RJ1378_MARKER: H = DRILL HOLE
 RJ1378_SETTING: 0 = UNSPECIFIED SETTING
 RJ1378_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1378
 RJ1378  HISTORY     - Date     Condition        Report By
 RJ1378  HISTORY     - 1988     MONUMENTED       USACE
 RJ1378
 RJ1378                          STATION DESCRIPTION
 RJ1378
 RJ1378'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1378'THE STATION IS LOCATED ABOUT 4.2 KM (2.6 MI) WEST-NORTHWEST OF
 RJ1378'SAULT STE MARIE. 17.4 KM (10.8 MI) NORTHEAST OF BRIMLEY, IN PART
 RJ1378'OF FRAC SEC 9, CITY OF SAULT STE MARIE, TWP OF AWENGE, ALGOMA.
 RJ1378'OWNERSHIP---A.B. MC LEAN LTD.
 RJ1378'
 RJ1378'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1378'WEST FOR 1.0 KM (0.65 MI) ON RIDGE STREET
 RJ1378'TO MERIDIAN STREET, TURN LEFT AND GO SOUTH
 RJ1378'FOR 0.3 KM (0.2 MI) ON MERIDIAN STREET TO INTERSECTION OF SOUTH
 RJ1378'STREET AND MERIDIAN STREET, TURN RIGHT AND GO WEST FOR 1.0 KM
 RJ1378'(0.60 MI) ON GRAVEL ROAD TO ASHMUN BAY BOAT LAUNCH. TRAVEL BY BOAT
 RJ1378'UPRIVER FOR 0.25 HOURS TO SHIP SEWELL AVERY THAT IS GROUNDED AND
 RJ1378'BEING USED AS AN ORE DOCK, THE STATION IS LOCATED ON THE STERN OF
 RJ1378'THE SHIP.
 RJ1378'
 RJ1378'THE STATION IS A DRILLHOLE IN THE DECK WITH---VSC+070 1988---,
 RJ1378'STAMPED INTO DECK OF THE SHIP, LOCATED 0.9 METERS (3 FT) FROM THE
 RJ1378'BACK END OF THE SHIP.
 RJ1378'
 RJ1378'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ1379 ***********************************************************************
 RJ1379  DESIGNATION -  VESSEL WEST VSC+036
 RJ1379  PID         -  RJ1379
 RJ1379  STATE/COUNTY-  ON/ALGOMA
 RJ1379  COUNTRY     -  CANADA
 RJ1379  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ1379
 RJ1379                         *CURRENT SURVEY CONTROL
 RJ1379  ______________________________________________________________________
 RJ1379* NAD 83(1986) POSITION- 46 30 16.49284(N) 084 24 41.48896(W)   ADJUSTED
 RJ1379* NAVD 88 ORTHO HEIGHT -   185.    (meters)      607.    (feet) VERTCON
 RJ1379  ______________________________________________________________________
 RJ1379  GEOID HEIGHT    -        -37.017 (meters)                     EGM08
 RJ1379  HORZ ORDER      -  SECOND
 RJ1379
 RJ1379.The positional and height information provided upon this datasheet are not
 RJ1379.officially recognized by the Government of Canada, provincial governments
 RJ1379.within Canada, nor are they intended to replace or substitute for them.
 RJ1379.The intent of sharing this data is to allow access to positions or heights
 RJ1379.recognized by the United States Government. Passive control that is used by
 RJ1379.both nations may share the same or similar designations or descriptions but
 RJ1379.do not share official positions or heights. The 'Station Description' may
 RJ1379.originate from a Canadian 'Station Report' and if so contains information
 RJ1379.licensed under the 'Open Government License - Canada'.
 RJ1379
 RJ1379.The horizontal coordinates were established by classical geodetic methods
 RJ1379.and adjusted by the National Geodetic Survey in May 1990.
 RJ1379
 RJ1379.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1379
 RJ1379.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ1379
 RJ1379.Click photographs - Photos may exist for this station.
 RJ1379
 RJ1379. The following values were computed from the NAD 83(1986) position.
 RJ1379
 RJ1379;                    North         East     Units Scale Factor Converg.
 RJ1379;UTM  16      - 5,153,367.846   698,598.448   MT  1.00008483   +1 52 42.1
 RJ1379
 RJ1379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1379!UTM  16      -   0.99997674  x   1.00008483  =   1.00006157
 RJ1379
 RJ1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9859853367(NAD 83)
 RJ1379
 RJ1379                          SUPERSEDED SURVEY CONTROL
 RJ1379
 RJ1379  NGVD 29 (05/22/90)  185.     (m)          607.     (f) VERT ANG       
 RJ1379
 RJ1379.Superseded values are not recommended for survey control.
 RJ1379
 RJ1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1379.See file dsdata.pdf to determine how the superseded data were derived.
 RJ1379
 RJ1379_MARKER: DS = TRIANGULATION STATION DISK
 RJ1379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1379_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1379+STABILITY: SURFACE MOTION
 RJ1379
 RJ1379  HISTORY     - Date     Condition        Report By
 RJ1379  HISTORY     - 1988     MONUMENTED       USACE
 RJ1379
 RJ1379                          STATION DESCRIPTION
 RJ1379
 RJ1379'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1988 (RAB)
 RJ1379'THE STATION IS LOCATED 1 KM (2.7 MI) WEST-NORTHWEST OF SAULT STE
 RJ1379'MARIE, 17.4 KM (10.8 MI) NORTHEAST OF BRIMLEY, IN PART OF BROKEN
 RJ1379'SECTION 9, TWP OF AWENGE, DISTRICT OF ALGOMA.
 RJ1379'OWNERSHIP---THE ALGOMA STEEL CORPORATION, LIMITED
 RJ1379'
 RJ1379'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1379'WEST FOR 1.0 KM (0.65 MI) ON RIDGE STREET TO MERIDIAN STREET, TURN
 RJ1379'LEFT AND GO SOUTH FOR 0.3 KM (0.20 MI) ON MERIDIAN STREET TO THE
 RJ1379'INTERSECTION OF MERIDIAN STREET AND SOUTH STREET, TURN RIGHT AND GO
 RJ1379'WEST FOR 1.0 KM (0.6 MI) ON A GRAVEL ROAD TO ASHMUN BAY BOAT LAUNCH.
 RJ1379'TRAVEL BY BOAT UPRIVER FOR 5 MINUTES TO EDGE OF LEIGH BAY, ALGOMA
 RJ1379'STEEL PROPERTY, ON A BANK WHERE THE STATION IS LOCATED.
 RJ1379'
 RJ1379'THE STATION IS A STANDARD COE DISK,
 RJ1379'THAT IS STAMPED---VSC + 036 1988---, SET INTO A POURED IN PLACE,
 RJ1379'CONCRETE MONUMENT
 RJ1379'LOCATED 9.1 METERS (30 FT) NORTH AND EAST OF WATER.
 RJ1379'
 RJ1379'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC1249 ***********************************************************************
 TC1249  DESIGNATION -  WALK
 TC1249  PID         -  TC1249
 TC1249  STATE/COUNTY-  ON/RAINY RIVER
 TC1249  COUNTRY     -  CANADA
 TC1249  NTS MAPSHEET-  PINEWOOD (2020)
 TC1249
 TC1249                         *CURRENT SURVEY CONTROL
 TC1249  ______________________________________________________________________
 TC1249* NAD 83(1996) POSITION- 48 41 58.65142(N) 094 29 10.53714(W)   ADJUSTED
 TC1249* NAVD 88 ORTHO HEIGHT -   326.    (meters)     1070.    (feet) SCALED
 TC1249  ______________________________________________________________________
 TC1249  GEOID HEIGHT    -        -29.073 (meters)                     EGM08
 TC1249  HORZ ORDER      -  THIRD
 TC1249
 TC1249.The positional and height information provided upon this datasheet are not
 TC1249.officially recognized by the Government of Canada, provincial governments
 TC1249.within Canada, nor are they intended to replace or substitute for them.
 TC1249.The intent of sharing this data is to allow access to positions or heights
 TC1249.recognized by the United States Government. Passive control that is used by
 TC1249.both nations may share the same or similar designations or descriptions but
 TC1249.do not share official positions or heights. The 'Station Description' may
 TC1249.originate from a Canadian 'Station Report' and if so contains information
 TC1249.licensed under the 'Open Government License - Canada'.
 TC1249
 TC1249.The horizontal coordinates were established by classical geodetic methods
 TC1249.and adjusted by the National Geodetic Survey in March 1999.
 TC1249
 TC1249.The orthometric height was scaled from a topographic map.
 TC1249
 TC1249.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1249
 TC1249.Click photographs - Photos may exist for this station.
 TC1249
 TC1249. The following values were computed from the NAD 83(1996) position.
 TC1249
 TC1249;                    North         East     Units Scale Factor Converg.
 TC1249;UTM  15      - 5,395,131.135   390,640.534   MT  0.99974693   -1 07 00.0
 TC1249
 TC1249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1249!UTM  15      -   0.99995341  x   0.99974693  =   0.99970035
 TC1249
 TC1249:                Primary Azimuth Mark                     Grid Az
 TC1249:UTM  15      -  TASSEL                                   101 18 23.6
 TC1249
 TC1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP9064095131(NAD 83)
 TC1249
 TC1249|---------------------------------------------------------------------|
 TC1249| PID    Reference Object                     Distance      Geod. Az  |
 TC1249|                                                           dddmmss.s |
 TC1249| TC1234 TASSEL                              APPROX. 0.6 KM 1001123.6 |
 TC1249| TC0881 COMPANY                             442.435 METERS 2152003.2 |
 TC1249|---------------------------------------------------------------------|
 TC1249
 TC1249                          SUPERSEDED SURVEY CONTROL
 TC1249
 TC1249  NAD 83(1986)-  48 41 58.63246(N)    094 29 10.53106(W) AD(       ) 3
 TC1249
 TC1249.Superseded values are not recommended for survey control.
 TC1249
 TC1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1249.See file dsdata.pdf to determine how the superseded data were derived.
 TC1249
 TC1249_MARKER: Z = SEE DESCRIPTION
 TC1249_SETTING: 0 = UNSPECIFIED SETTING
 TC1249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TC1249
 TC1249  HISTORY     - Date     Condition        Report By
 TC1249  HISTORY     - 1914     MONUMENTED       IBC
 TC1249
 TC1249                          STATION DESCRIPTION
 TC1249
 TC1249'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC1249'ON THE NORTH BANK OF RAINY RIVER, ABOUT 2-3/8 MILES WEST OF
 TC1249'CLEMENTSON, MINN.  THE STATION IS IN A HAY FIELD, 30 METERS FROM THE
 TC1249'RIVER BANK AND 4 METERS ABOVE THE WATER.  WALKS HOUSE BEARS
 TC1249'WEST - NORTHWEST ABOUT 125 METERS FROM THE STATION.
 TC1249'
 TC1249'STATION MARK--NO SURFACE MARK.  SUBSURFACE MARK IS A BALL OF WIRE AND
 TC1249'A CROSS ON A STONE.  REFERENCE MONUMENT 99, AN 8 - INCH
 TC1249'MANGANESE - BRONZE POST, IS 28.96 METERS SOUTHWEST OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 QJ0196 ***********************************************************************
 QJ0196  DESIGNATION -  WALKHOUSE USLS 1904
 QJ0196  PID         -  QJ0196
 QJ0196  STATE/COUNTY-  ON/MANITOULIN
 QJ0196  COUNTRY     -  CANADA
 QJ0196  NTS MAPSHEET-  SILVER WATER (2020)
 QJ0196
 QJ0196                         *CURRENT SURVEY CONTROL
 QJ0196  ______________________________________________________________________
 QJ0196* NAD 83(1986) POSITION- 45 47 03.05205(N) 082 52 05.43423(W)   ADJUSTED
 QJ0196* NAVD 88 ORTHO HEIGHT -   178.    (meters)      584.    (feet) SCALED
 QJ0196  ______________________________________________________________________
 QJ0196  GEOID HEIGHT    -        -37.717 (meters)                     EGM08
 QJ0196  HORZ ORDER      -  SECOND
 QJ0196
 QJ0196.The positional and height information provided upon this datasheet are not
 QJ0196.officially recognized by the Government of Canada, provincial governments
 QJ0196.within Canada, nor are they intended to replace or substitute for them.
 QJ0196.The intent of sharing this data is to allow access to positions or heights
 QJ0196.recognized by the United States Government. Passive control that is used by
 QJ0196.both nations may share the same or similar designations or descriptions but
 QJ0196.do not share official positions or heights. The 'Station Description' may
 QJ0196.originate from a Canadian 'Station Report' and if so contains information
 QJ0196.licensed under the 'Open Government License - Canada'.
 QJ0196
 QJ0196.The horizontal coordinates were established by classical geodetic methods
 QJ0196.and adjusted by the National Geodetic Survey in July 1986.
 QJ0196
 QJ0196.The orthometric height was scaled from a topographic map.
 QJ0196
 QJ0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0196
 QJ0196.Click photographs - Photos may exist for this station.
 QJ0196
 QJ0196. The following values were computed from the NAD 83(1986) position.
 QJ0196
 QJ0196;                    North         East     Units Scale Factor Converg.
 QJ0196;UTM  17      - 5,071,766.100   354,782.080   MT  0.99985926   -1 20 21.1
 QJ0196
 QJ0196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0196!UTM  17      -   0.99997802  x   0.99985926  =   0.99983728
 QJ0196
 QJ0196:                Primary Azimuth Mark                     Grid Az
 QJ0196:UTM  17      -  MISERY USLS 1904                         096 41 27.6
 QJ0196
 QJ0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL5478271766(NAD 83)
 QJ0196
 QJ0196|---------------------------------------------------------------------|
 QJ0196| PID    Reference Object                     Distance      Geod. Az  |
 QJ0196|                                                           dddmmss.s |
 QJ0196| QJ0195 MISERY USLS 1904                    APPROX. 8.8 KM 0952106.5 |
 QJ0196|---------------------------------------------------------------------|
 QJ0196
 QJ0196                          SUPERSEDED SURVEY CONTROL
 QJ0196
 QJ0196  NAD 27      -  45 47 02.96200(N)    082 52 05.58000(W) AD(       ) 2
 QJ0196
 QJ0196.Superseded values are not recommended for survey control.
 QJ0196
 QJ0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0196.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0196
 QJ0196_MARKER: Z = SEE DESCRIPTION
 QJ0196_SETTING: 0 = UNSPECIFIED SETTING
 QJ0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0196
 QJ0196  HISTORY     - Date     Condition        Report By
 QJ0196  HISTORY     - 1904     MONUMENTED       USLS
 QJ0196
 QJ0196                          STATION DESCRIPTION
 QJ0196
 QJ0196'DESCRIBED BY US LAKE SURVEY 1904
 QJ0196'ON SOUTHERN SHORE OF MANITOULIN ISLAND, ON WALKHOUSE POINT (SECOND
 QJ0196'POINT EAST OF ONE
 QJ0196'WHICH IS CONNECTED BY SHOAL WATER WITH INNER DUCK ISLAND (GREEN
 QJ0196'POINT)), ABOUT 125 FEET FROM WATERS
 QJ0196'EDGE AND 50 FEET FROM EDGE OF TREES.  MARKED
 QJ0196'BY 5/8-INCH DRILL HOLE NEAR NORTHEAST CORNER OF
 QJ0196'BOULDER WITH IRREGULAR SURFACE AND 3
 QJ0196'FEET IN DIAMETER (WITH ANOTHER, 4 BY 3 FEET, CLOSE BY IN DIRECTION
 QJ0196'OF BEACH).  DRILL HOLE IS
 QJ0196'APPROXIMATELY AT CENTER OF GROUP OF ERODED HOLES, AND 29 INCHES FROM
 QJ0196'NEAREST POINT OF SECOND
 QJ0196'BOULDER.  REFERENCE MARK IS 5/8-INCH DRILL HOLE IN FLAT
 QJ0196'BOULDER, ABOUT 75 FEET FROM EDGE OF WATER,
 QJ0196'AND 46.1 FEET FROM STATION.  TO LOCATE
 QJ0196'STATION FROM REFERENCE MARK, TURN ANGLE OF 71 DEG 25 MIN (TO
 QJ0196'RIGHT) FROM NORTH END OF WESTERN
 QJ0196'DUCK ISLAND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NE1159 ***********************************************************************
 NE1159  DESIGNATION -  WALPOLE
 NE1159  PID         -  NE1159
 NE1159  STATE/COUNTY-  ON/LAMBTON
 NE1159  COUNTRY     -  CANADA
 NE1159  NTS MAPSHEET-  PORT LAMBTON (2020)
 NE1159
 NE1159                         *CURRENT SURVEY CONTROL
 NE1159  ______________________________________________________________________
 NE1159* NAD 83(1986) POSITION- 42 33 25.22344(N) 082 31 47.51414(W)   ADJUSTED
 NE1159* NAVD 88 ORTHO HEIGHT -   151.86  (+/-2cm)      498.2   (feet) VERTCON
 NE1159  ______________________________________________________________________
 NE1159  GEOID HEIGHT    -        -35.417 (meters)                     EGM08
 NE1159  HORZ ORDER      -  FIRST
 NE1159  VERT ORDER      -  THIRD ? (See Below)
 NE1159
 NE1159.The positional and height information provided upon this datasheet are not
 NE1159.officially recognized by the Government of Canada, provincial governments
 NE1159.within Canada, nor are they intended to replace or substitute for them.
 NE1159.The intent of sharing this data is to allow access to positions or heights
 NE1159.recognized by the United States Government. Passive control that is used by
 NE1159.both nations may share the same or similar designations or descriptions but
 NE1159.do not share official positions or heights. The 'Station Description' may
 NE1159.originate from a Canadian 'Station Report' and if so contains information
 NE1159.licensed under the 'Open Government License - Canada'.
 NE1159
 NE1159.The horizontal coordinates were established by classical geodetic methods
 NE1159.and adjusted by the National Geodetic Survey in July 1986.
 NE1159
 NE1159.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1159
 NE1159.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1159
 NE1159.The vertical order pertains to the NGVD 29 superseded value.
 NE1159
 NE1159.Click photographs - Photos may exist for this station.
 NE1159
 NE1159. The following values were computed from the NAD 83(1986) position.
 NE1159
 NE1159;                    North         East     Units Scale Factor Converg.
 NE1159;UTM  17      - 4,712,757.167   374,409.856   MT  0.99979406   -1 02 05.3
 NE1159
 NE1159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1159!UTM  17      -   0.99998174  x   0.99979406  =   0.99977580
 NE1159
 NE1159:                Primary Azimuth Mark                     Grid Az
 NE1159:UTM  17      -  CASCO                                    337 40 35.2
 NE1159
 NE1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7440912757(NAD 83)
 NE1159
 NE1159|---------------------------------------------------------------------|
 NE1159| PID    Reference Object                     Distance      Geod. Az  |
 NE1159|                                                           dddmmss.s |
 NE1159| NE1161 CASCO                               APPROX.20.0 KM 3363829.9 |
 NE1159|---------------------------------------------------------------------|
 NE1159
 NE1159                          SUPERSEDED SURVEY CONTROL
 NE1159
 NE1159  NAD 27      -  42 33 25.09608(N)    082 31 47.87802(W) AD(       ) 1
 NE1159  NGVD 29 (07/19/86)  152.00   (m)          498.7    (f) LEVELING    3  
 NE1159
 NE1159.Superseded values are not recommended for survey control.
 NE1159
 NE1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1159.See file dsdata.pdf to determine how the superseded data were derived.
 NE1159
 NE1159
 NE1159  HISTORY     - Date     Condition        Report By
 NE1159  HISTORY     - 1909     MONUMENTED       USLS
 NE1159  HISTORY     - 1932     SEE DESCRIPTION  USLS
 NE1159  HISTORY     - 1935     SEE DESCRIPTION  USLS
 NE1159
 NE1159                          STATION DESCRIPTION
 NE1159
 NE1159'DESCRIBED BY US LAKE SURVEY 1932 (HCW)
 NE1159'ON WALPOLE ISLAND, ABOUT 4.4 MILES SOUTH OF POST
 NE1159'OFFICE AND
 NE1159'CUSTOMHOUSE AT NORTH END OF ISLAND, 3/4 MILE EAST OF BLIND CHANNEL,
 NE1159'AT SOUTH EDGE OF TIMBER ON
 NE1159'ISLAND, 141.5 FEET SOUTH OF 24-INCH OAK TREE WHICH IS 6
 NE1159'FEET EAST OF ANOTHER OF SAME SIZE (BOTH IN
 NE1159'SOUTH EDGE OF WOODS), BETWEEN MAIN
 NE1159'BODY OF WOODS AND SMALL DETACHED GROUP OF TREES ABOUT 80
 NE1159'YARDS TO SOUTH, AND 85
 NE1159'FEET WEST-SOUTHWEST OF NORTHERLY ONE AND 129 FEET WEST OF SOUTHERLY
 NE1159'ONE OF TWO LONE 20-INCH OAK
 NE1159'TREES.  TO REACH FROM ALGONAC, RIDE FERRY TO WALPOLE ISLAND
 NE1159'CUSTOMHOUSE, GO SOUTH 0.3 MILE
 NE1159'ALONG ST. CLAIR RIVER, CONTINUE ALONG BEACH 1.1
 NE1159'MILES, CONTINUE ALONG EDGE OF MARSH 0.8 MILE,
 NE1159'BEAR LEFT ALONG FENCE LINE, GO 0.5 MILE
 NE1159'TO FORK, FOLLOW RIGHT FORK 1.55 MILES TO DIM ROAD LEADING TOWARD
 NE1159'SMALL GROUP OF DETACHED
 NE1159'TREES TO LEFT, FOLLOW DIM ROAD ABOUT 0.1 MILE TO POINT WHERE TWO LONE
 NE1159'20-INCH OAK TREES
 NE1159'(MENTIONED ABOVE) ARE VISIBLE IN GAP BETWEEN MAIN BODY OF
 NE1159'WOODS AND SMALL DETACHED GROUP, AND
 NE1159'THEN TO STATION SITE.  ORIGINAL SURFACE AND
 NE1159'UNDERGROUND MARKS WERE 3/8-INCH BOLTS SURROUNDED BY 3
 NE1159'SPIKES IN CONCRETE MONUMENTS
 NE1159'MARKED U.S.L.S. 1909.  UNDERGROUND MARK WAS 12 INCHES BELOW SURFACE.
 NE1159'IN 1932 SURFACE
 NE1159'MARK WAS REPLACED BY STANDARD STATION DISK IN CONCRETE,
 NE1159'NOTE 1A, AND TWO REFERENCE MARKS
 NE1159'AND AZIMUTH MARK WERE SET, STANDARD REFERENCE
 NE1159'DISKS IN CONCRETE, NOTE 11A.  NO. 1 PROJECTS 4
 NE1159'INCHES, IS NORTH OF SMALL DETACHED
 NE1159'GROUP OF TREES, AND 91.43 FEET FROM STATION IN AZIMUTH 77 DEG 58
 NE1159'MIN.  NO. 2 PROJECTS 3 INCHES, IS 50
 NE1159'FEET SOUTH OF 24-INCH OAK TREE (MENTIONED ABOVE), AND 90.29 FEET
 NE1159'FROM STATION IN AZIMUTH 172 DEG
 NE1159'24 MIN.  AZIMUTH MARK PROJECTS 8 INCHES, IS 264.3 FEET
 NE1159'SOUTH-SOUTHWEST OF 20-INCH OAK TREE AT SOUTHWEST
 NE1159'CORNER OF WOODS, AND APPROXIMATELY
 NE1159'0.3 MILE FROM STATION IN AZIMUTH 91 DEG 53 MIN 15 SEC.  AZIMUTH
 NE1159'FROM STATION TO MIDCHANNEL
 NE1159'LIGHT, MAIN CHANNEL, IS 82 DEG 03 MIN 43 SEC.
 NE1159
 NE1159                          STATION RECOVERY (1935)
 NE1159
 NE1159'RECOVERY NOTE BY US LAKE SURVEY 1935 (CBM)
 NE1159'APPROX. 5.8 MILES SOUTH FROM WALPOLE IS. FERRY DOCK AND CUSTOMS.  ON
 NE1159'THE SW END OF WALPOLE
 NE1159'ISLAND.  ON PROPERTY OF CHARLES ALTIMAN.  APPROX. 200 FT. S OF TIMBER
 NE1159'LINE.  APPROX. 182 FEET N 20 DEG E FROM
 NE1159'GROUP OF 8 OAK TREES.  23-INCH OAK BEARS W 58 DEG E 85 FEET.
 NE1159'25-INCH OAK BEARS E 4 DEG N 130 FEET, 25-INCH OAK
 NE1159'ON NORTH SIDE OF CLUMP OF 8 OAKES BEARS
 NE1159'S 25 W 182 FEET.  REF. MON. 2 BEARS N 4 DEG W 90.2 FEET.  REF. MON.
 NE1159'1 BEARS W 8 DEG S 91.4 FEET.  BEING A
 NE1159'TRIANGLE IN CENTER OF STANDARD 3-1/2 INCH BRASS TABLET OF THE COAST
 NE1159'AND GEODETIC SURVEY SET IN TOP OF
 NE1159'10-1/2 BY 10-1/2 INCH CONCRETE MONUMENT PROJECTING 5 INCHES
 NE1159'ABOVE GROUND SURFACE.
 NE1159'
 NE1159'REF. MON. 2 (1932).  THIS MONUMENT IS N 4 DEG W 90.2 FT. FROM WALPOLE
 NE1159'APPROX. 272 FT. N 10 DEG E FROM
 NE1159'GROUP OF 8 OAK TREES, 100 FT. SOUTH OF TIMBER LINE, 90.5 FT. W 30 DEG
 NE1159'N FROM 23- INCH OAK WHICH IS NEARLY IN LINE
 NE1159'WITH ANOTHER OAK 68 FT. FARTHER EAST.  BEING A STANDARD
 NE1159'3-1/2 INCH ARROW REF. MON. OF THE COAST AND
 NE1159'GEODETIC SURVEY SET IN TOP OF 10-1/2 BY 10-1/2
 NE1159'INCH CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE SURFACE OF
 NE1159'GROUND.
 NE1159'
 NE1159'REF. MON. 1 (1932).  THIS MONUMENT IS W 9 DEG S 91.4 FT. FROM WALPOLE
 NE1159'APPROX. 200 FT. S OF TIMBER LINE,
 NE1159'150 FT. NORTH OF GROUP OF 8 OAK TREES N 5 DEG W 152.5 FT. FROM
 NE1159'25-INCH OAK ON NORTH SIDE OF GROUP OF 8
 NE1159'OAK TREES BEING THE STANDARD 3-1/2 INCH REF. DISC OF THE COAST
 NE1159'
 NE1159'STATION BELIEVED LOST IN 1971 RECOVERY SEARCH.
 NE1159'
 NE1159'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 30 MILES NORTH OF
 NE1159'DETROIT
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TB1008 ***********************************************************************
 TB1008  DESIGNATION -  WALT
 TB1008  PID         -  TB1008
 TB1008  STATE/COUNTY-  ON/RAINY RIVER
 TB1008  COUNTRY     -  CANADA
 TB1008  NTS MAPSHEET-  EMO (2020)
 TB1008
 TB1008                         *CURRENT SURVEY CONTROL
 TB1008  ______________________________________________________________________
 TB1008* NAD 83(1996) POSITION- 48 38 03.32926(N) 093 51 40.26078(W)   ADJUSTED
 TB1008* NAVD 88 ORTHO HEIGHT -   337.    (meters)     1106.    (feet) SCALED
 TB1008  ______________________________________________________________________
 TB1008  GEOID HEIGHT    -        -29.826 (meters)                     EGM08
 TB1008  HORZ ORDER      -  SECOND
 TB1008
 TB1008.The positional and height information provided upon this datasheet are not
 TB1008.officially recognized by the Government of Canada, provincial governments
 TB1008.within Canada, nor are they intended to replace or substitute for them.
 TB1008.The intent of sharing this data is to allow access to positions or heights
 TB1008.recognized by the United States Government. Passive control that is used by
 TB1008.both nations may share the same or similar designations or descriptions but
 TB1008.do not share official positions or heights. The 'Station Description' may
 TB1008.originate from a Canadian 'Station Report' and if so contains information
 TB1008.licensed under the 'Open Government License - Canada'.
 TB1008
 TB1008.The horizontal coordinates were established by classical geodetic methods
 TB1008.and adjusted by the National Geodetic Survey in March 1999.
 TB1008
 TB1008.The orthometric height was scaled from a topographic map.
 TB1008
 TB1008.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB1008
 TB1008.Click photographs - Photos may exist for this station.
 TB1008
 TB1008. The following values were computed from the NAD 83(1996) position.
 TB1008
 TB1008;                    North         East     Units Scale Factor Converg.
 TB1008;UTM  15      - 5,387,157.168   436,551.250   MT  0.99964946   -0 38 46.8
 TB1008
 TB1008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TB1008!UTM  15      -   0.99995180  x   0.99964946  =   0.99960128
 TB1008
 TB1008:                Primary Azimuth Mark                     Grid Az
 TB1008:UTM  15      -  JESSE                                    272 01 09.9
 TB1008
 TB1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP3655187157(NAD 83)
 TB1008
 TB1008|---------------------------------------------------------------------|
 TB1008| PID    Reference Object                     Distance      Geod. Az  |
 TB1008|                                                           dddmmss.s |
 TB1008| CO7664 WALT RM                              14.640 METERS 03429     |
 TB1008| TB1020 JESSE                               APPROX. 1.1 KM 2712223.1 |
 TB1008|---------------------------------------------------------------------|
 TB1008
 TB1008                          SUPERSEDED SURVEY CONTROL
 TB1008
 TB1008  NAD 83(1986)-  48 38 03.31482(N)    093 51 40.26671(W) AD(       ) 2
 TB1008  NAD 27      -  48 38 03.47121(N)    093 51 39.65966(W) AD(       ) 2
 TB1008  USSD        -  48 38 04.12300(N)    093 51 39.28800(W) AD(       ) 3
 TB1008
 TB1008.Superseded values are not recommended for survey control.
 TB1008
 TB1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB1008.See file dsdata.pdf to determine how the superseded data were derived.
 TB1008
 TB1008
 TB1008  HISTORY     - Date     Condition        Report By
 TB1008  HISTORY     - 1923     MONUMENTED       CGS
 TB1008  HISTORY     - 1925     GOOD             CGS
 TB1008
 TB1008                          STATION DESCRIPTION
 TB1008
 TB1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 TB1008'ABOUT 1 MILE WEST OF EMO, 79 METERS (259 FEET) WEST OF MILEPOST
 TB1008'110 OF CANADIAN NATIONAL RAILWAY, AND 1.605 METERS (5.27 FEET)
 TB1008'NORTH OF NORTH RAIL.  SURFACE AND UNDERGROUND MARKS ARE
 TB1008'STANDARD STATION DISKS IN CONCRETE.  REFERENCE
 TB1008'MARK IS STANDARD REFERENCE DISK IN CONCRETE, 14.64
 TB1008'METERS (48.0 FEET) FROM STATION N 34 DEG 29 MIN E.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 SZ0064 ***********************************************************************
 SZ0064  DESIGNATION -  WARE
 SZ0064  PID         -  SZ0064
 SZ0064  STATE/COUNTY-  ON/THUNDER BAY
 SZ0064  COUNTRY     -  CANADA
 SZ0064  NTS MAPSHEET-  SUNSHINE (2020)
 SZ0064
 SZ0064                         *CURRENT SURVEY CONTROL
 SZ0064  ______________________________________________________________________
 SZ0064* NAD 83(1996) POSITION- 48 31 08.72565(N) 089 31 44.54108(W)   ADJUSTED
 SZ0064* NAVD 88 ORTHO HEIGHT -   518.    (meters)     1699.    (feet) SCALED
 SZ0064  ______________________________________________________________________
 SZ0064  GEOID HEIGHT    -        -35.572 (meters)                     EGM08
 SZ0064  HORZ ORDER      -  FIRST
 SZ0064
 SZ0064.The positional and height information provided upon this datasheet are not
 SZ0064.officially recognized by the Government of Canada, provincial governments
 SZ0064.within Canada, nor are they intended to replace or substitute for them.
 SZ0064.The intent of sharing this data is to allow access to positions or heights
 SZ0064.recognized by the United States Government. Passive control that is used by
 SZ0064.both nations may share the same or similar designations or descriptions but
 SZ0064.do not share official positions or heights. The 'Station Description' may
 SZ0064.originate from a Canadian 'Station Report' and if so contains information
 SZ0064.licensed under the 'Open Government License - Canada'.
 SZ0064
 SZ0064.The horizontal coordinates were established by classical geodetic methods
 SZ0064.and adjusted by the National Geodetic Survey in March 1999.
 SZ0064
 SZ0064.The orthometric height was scaled from a topographic map.
 SZ0064
 SZ0064.Significant digits in the geoid height do not necessarily reflect accuracy.
 SZ0064
 SZ0064.Click photographs - Photos may exist for this station.
 SZ0064
 SZ0064. The following values were computed from the NAD 83(1996) position.
 SZ0064
 SZ0064;                    North         East     Units Scale Factor Converg.
 SZ0064;UTM  16      - 5,377,086.281   313,252.729   MT  1.00002849   -1 53 42.9
 SZ0064
 SZ0064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SZ0064!UTM  16      -   0.99992437  x   1.00002849  =   0.99995286
 SZ0064
 SZ0064:                Primary Azimuth Mark                     Grid Az
 SZ0064:UTM  16      -  BLAKE                                    176 52 48.9
 SZ0064
 SZ0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16UCU1325277086(NAD 83)
 SZ0064
 SZ0064|---------------------------------------------------------------------|
 SZ0064| PID    Reference Object                     Distance      Geod. Az  |
 SZ0064|                                                           dddmmss.s |
 SZ0064| SZ0060 BLAKE                               APPROX.35.9 KM 1745906.0 |
 SZ0064|---------------------------------------------------------------------|
 SZ0064
 SZ0064                          SUPERSEDED SURVEY CONTROL
 SZ0064
 SZ0064  NAD 83(1986)-  48 31 08.70864(N)    089 31 44.51264(W) AD(       ) 1
 SZ0064  NAD 27      -  48 31 09.15200(N)    089 31 44.25100(W) AD(       ) 1
 SZ0064
 SZ0064.Superseded values are not recommended for survey control.
 SZ0064
 SZ0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SZ0064.See file dsdata.pdf to determine how the superseded data were derived.
 SZ0064
 SZ0064_MARKER: B = BOLT
 SZ0064_SETTING: 0 = UNSPECIFIED SETTING
 SZ0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SZ0064
 SZ0064  HISTORY     - Date     Condition        Report By
 SZ0064  HISTORY     - 1913     MONUMENTED       GSC
 SZ0064
 SZ0064                          STATION DESCRIPTION
 SZ0064
 SZ0064'DESCRIBED BY GEODETIC SURVEY OF CANADA 1913
 SZ0064'ON A HILL IN WARE TOWNSHIP, ABOUT 4-1/2 MILES EAST ALONG THE
 SZ0064'DAWSON ROAD FROM KAMINISTIKWIA ON THE CANADIAN PACIFIC RAILWAY.
 SZ0064'THE STATION IS ABOUT THREE-FOURTHS MILE SOUTH OF THE ROAD.
 SZ0064'
 SZ0064'STATION MARK--A COPPER BOLT STAMPED G.S.C. 1913 SET IN SOLID
 SZ0064'ROCK.  THREE REFERENCE BOLTS ARE SET AS FOLLOWS--NO. 1, BEARING
 SZ0064'N 60 DEG 47 MIN W, DISTANCE 11.34 METERS.  NO. 2, BEARING
 SZ0064'N 73 DEG 31 MIN E, DISTANCE 8.41 METERS.  NO. 3, BEARING
 SZ0064'S 03 DEG 21 MIN E, DISTANCE 10.45 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC1251 ***********************************************************************
 TC1251  DESIGNATION -  WAVE
 TC1251  PID         -  TC1251
 TC1251  STATE/COUNTY-  ON/RAINY RIVER
 TC1251  COUNTRY     -  CANADA
 TC1251  NTS MAPSHEET-  PINEWOOD (2020)
 TC1251
 TC1251                         *CURRENT SURVEY CONTROL
 TC1251  ______________________________________________________________________
 TC1251* NAD 83(1996) POSITION- 48 40 01.05807(N) 094 15 07.03115(W)   ADJUSTED
 TC1251* NAVD 88 ORTHO HEIGHT -   329.    (meters)     1079.    (feet) SCALED
 TC1251  ______________________________________________________________________
 TC1251  GEOID HEIGHT    -        -29.368 (meters)                     EGM08
 TC1251  HORZ ORDER      -  THIRD
 TC1251
 TC1251.The positional and height information provided upon this datasheet are not
 TC1251.officially recognized by the Government of Canada, provincial governments
 TC1251.within Canada, nor are they intended to replace or substitute for them.
 TC1251.The intent of sharing this data is to allow access to positions or heights
 TC1251.recognized by the United States Government. Passive control that is used by
 TC1251.both nations may share the same or similar designations or descriptions but
 TC1251.do not share official positions or heights. The 'Station Description' may
 TC1251.originate from a Canadian 'Station Report' and if so contains information
 TC1251.licensed under the 'Open Government License - Canada'.
 TC1251
 TC1251.The horizontal coordinates were established by classical geodetic methods
 TC1251.and adjusted by the National Geodetic Survey in March 1999.
 TC1251
 TC1251.The orthometric height was scaled from a topographic map.
 TC1251
 TC1251.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1251
 TC1251.Click photographs - Photos may exist for this station.
 TC1251
 TC1251. The following values were computed from the NAD 83(1996) position.
 TC1251
 TC1251;                    North         East     Units Scale Factor Converg.
 TC1251;UTM  15      - 5,391,190.706   407,820.947   MT  0.99970439   -0 56 24.5
 TC1251
 TC1251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1251!UTM  15      -   0.99995298  x   0.99970439  =   0.99965739
 TC1251
 TC1251:                Primary Azimuth Mark                     Grid Az
 TC1251:UTM  15      -  RAFT                                     014 55 32.5
 TC1251
 TC1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP0782091190(NAD 83)
 TC1251
 TC1251|---------------------------------------------------------------------|
 TC1251| PID    Reference Object                     Distance      Geod. Az  |
 TC1251|                                                           dddmmss.s |
 TC1251| TC0996 RAFT                                487.767 METERS 0135908.0 |
 TC1251| TC1039 REF MON 127                         327.471 METERS 19559     |
 TC1251| TC0824 BARK                                357.905 METERS 24843     |
 TC1251| TC0889 CUT                                 393.404 METERS 32703     |
 TC1251|---------------------------------------------------------------------|
 TC1251
 TC1251                          SUPERSEDED SURVEY CONTROL
 TC1251
 TC1251  NAD 83(1986)-  48 40 01.04110(N)    094 15 07.02212(W) AD(       ) 3
 TC1251
 TC1251.Superseded values are not recommended for survey control.
 TC1251
 TC1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1251.See file dsdata.pdf to determine how the superseded data were derived.
 TC1251
 TC1251_MARKER: X = CHISELED CROSS
 TC1251_SETTING: 80 = SET IN A BOULDER
 TC1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1251+STABILITY: SURFACE MOTION
 TC1251
 TC1251  HISTORY     - Date     Condition        Report By
 TC1251  HISTORY     - 1914     MONUMENTED       IBC
 TC1251
 TC1251                          STATION DESCRIPTION
 TC1251
 TC1251'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC1251'ON THE EAST BANK OF RAINY RIVER, ABOUT THREE - EIGHTHS MILE SOUTHEAST
 TC1251'OF THE FRONTIER (MINN) SCHOOLHOUSE.  THE STATION IS ABOUT 40 METERS
 TC1251'SOUTH OF A SWAMPY LAKE AND IS ON A SLOPE OF THE BANK ABOUT 6 METERS
 TC1251'ABOVE AND 18 METERS BACK FROM THE WATERS EDGE.  THERE IS AN OLD LOG
 TC1251'HOUSE ABOUT 20 METERS EAST OF THE STATION AND A BARN ABOUT 30 METERS
 TC1251'TO THE SOUTH.
 TC1251'
 TC1251'STATION MARK--A CROSS CUT IN A STONE.  SUBSURFACE MARK IS A BALL OF
 TC1251'WIRE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 QJ0197 ***********************************************************************
 QJ0197  DESIGNATION -  WESTERN DUCK USLS 1904
 QJ0197  PID         -  QJ0197
 QJ0197  STATE/COUNTY-  ON/MANITOULIN
 QJ0197  COUNTRY     -  CANADA
 QJ0197  NTS MAPSHEET-  SILVER WATER (2020)
 QJ0197
 QJ0197                         *CURRENT SURVEY CONTROL
 QJ0197  ______________________________________________________________________
 QJ0197* NAD 83(1986) POSITION- 45 45 52.88629(N) 082 58 36.37766(W)   ADJUSTED
 QJ0197* NAVD 88 ORTHO HEIGHT -   178.    (meters)      584.    (feet) SCALED
 QJ0197  ______________________________________________________________________
 QJ0197  GEOID HEIGHT    -        -37.760 (meters)                     EGM08
 QJ0197  HORZ ORDER      -  SECOND
 QJ0197
 QJ0197.The positional and height information provided upon this datasheet are not
 QJ0197.officially recognized by the Government of Canada, provincial governments
 QJ0197.within Canada, nor are they intended to replace or substitute for them.
 QJ0197.The intent of sharing this data is to allow access to positions or heights
 QJ0197.recognized by the United States Government. Passive control that is used by
 QJ0197.both nations may share the same or similar designations or descriptions but
 QJ0197.do not share official positions or heights. The 'Station Description' may
 QJ0197.originate from a Canadian 'Station Report' and if so contains information
 QJ0197.licensed under the 'Open Government License - Canada'.
 QJ0197
 QJ0197.The horizontal coordinates were established by classical geodetic methods
 QJ0197.and adjusted by the National Geodetic Survey in July 1986.
 QJ0197
 QJ0197.The orthometric height was scaled from a topographic map.
 QJ0197
 QJ0197.Significant digits in the geoid height do not necessarily reflect accuracy.
 QJ0197
 QJ0197.Click photographs - Photos may exist for this station.
 QJ0197
 QJ0197. The following values were computed from the NAD 83(1986) position.
 QJ0197
 QJ0197;                    North         East     Units Scale Factor Converg.
 QJ0197;UTM  17      - 5,069,803.769   346,287.221   MT  0.99989048   -1 24 59.7
 QJ0197
 QJ0197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0197!UTM  17      -   0.99997802  x   0.99989048  =   0.99986851
 QJ0197
 QJ0197:                Primary Azimuth Mark                     Grid Az
 QJ0197:UTM  17      -  REID                                     303 10 23.4
 QJ0197
 QJ0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL4628769803(NAD 83)
 QJ0197
 QJ0197|---------------------------------------------------------------------|
 QJ0197| PID    Reference Object                     Distance      Geod. Az  |
 QJ0197|                                                           dddmmss.s |
 QJ0197| QJ0202 REID                                APPROX.33.4 KM 3014523.7 |
 QJ0197|---------------------------------------------------------------------|
 QJ0197
 QJ0197                          SUPERSEDED SURVEY CONTROL
 QJ0197
 QJ0197  NAD 27      -  45 45 52.80200(N)    082 58 36.50400(W) AD(       ) 2
 QJ0197
 QJ0197.Superseded values are not recommended for survey control.
 QJ0197
 QJ0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0197.See file dsdata.pdf to determine how the superseded data were derived.
 QJ0197
 QJ0197_MARKER: Z = SEE DESCRIPTION
 QJ0197_SETTING: 0 = UNSPECIFIED SETTING
 QJ0197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0197
 QJ0197  HISTORY     - Date     Condition        Report By
 QJ0197  HISTORY     - 1904     MONUMENTED       USLS
 QJ0197
 QJ0197                          STATION DESCRIPTION
 QJ0197
 QJ0197'DESCRIBED BY US LAKE SURVEY 1904
 QJ0197'ON LONG SANDY POINT AT NORTHEAST CORNER OF WESTERN DUCK ISLAND.
 QJ0197'UNDERGROUND MARK
 QJ0197'IS PINT BEER BOTTLE, NECK UP, ABOUT 2 FEET BELOW SURFACE OF
 QJ0197'GROUND.  SURFACE MARK IS STAKE 16
 QJ0197'INCHES LONG AND 8 INCHES IN DIAMETER, IN HOLLOW
 QJ0197'WHERE SAND IS BLOWN OUT NEARLY TO UNDERLYING GRAVEL.
 QJ0197'ABOUT 50 FEET TOWARDS
 QJ0197'BURNT POINT IS A LARGE LOG PARTLY BURIED IN SAND WITH ONE END
 QJ0197'PROJECTING OVER BANK.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 SZ0063 ***********************************************************************
 SZ0063  DESIGNATION -  WHITEFISH
 SZ0063  PID         -  SZ0063
 SZ0063  STATE/COUNTY-  ON/THUNDER BAY
 SZ0063  COUNTRY     -  CANADA
 SZ0063  NTS MAPSHEET-  PIGEON RIVER (2020)
 SZ0063
 SZ0063                         *CURRENT SURVEY CONTROL
 SZ0063  ______________________________________________________________________
 SZ0063* NAD 83(1996) POSITION- 48 09 39.63228(N) 089 56 30.60732(W)   ADJUSTED
 SZ0063* NAVD 88 ORTHO HEIGHT -   625.    (meters)     2051.    (feet) SCALED
 SZ0063  ______________________________________________________________________
 SZ0063  GEOID HEIGHT    -        -33.931 (meters)                     EGM08
 SZ0063  HORZ ORDER      -  FIRST
 SZ0063
 SZ0063.The positional and height information provided upon this datasheet are not
 SZ0063.officially recognized by the Government of Canada, provincial governments
 SZ0063.within Canada, nor are they intended to replace or substitute for them.
 SZ0063.The intent of sharing this data is to allow access to positions or heights
 SZ0063.recognized by the United States Government. Passive control that is used by
 SZ0063.both nations may share the same or similar designations or descriptions but
 SZ0063.do not share official positions or heights. The 'Station Description' may
 SZ0063.originate from a Canadian 'Station Report' and if so contains information
 SZ0063.licensed under the 'Open Government License - Canada'.
 SZ0063
 SZ0063.The horizontal coordinates were established by classical geodetic methods
 SZ0063.and adjusted by the National Geodetic Survey in March 1999.
 SZ0063
 SZ0063.The orthometric height was scaled from a topographic map.
 SZ0063
 SZ0063.Significant digits in the geoid height do not necessarily reflect accuracy.
 SZ0063
 SZ0063.Click photographs - Photos may exist for this station.
 SZ0063
 SZ0063. The following values were computed from the NAD 83(1996) position.
 SZ0063
 SZ0063;                    North         East     Units Scale Factor Converg.
 SZ0063;UTM  16      - 5,338,381.684   281,246.509   MT  1.00018802   -2 11 33.4
 SZ0063;UTM  15      - 5,338,719.397   727,402.797   MT  1.00023544   +2 16 45.7
 SZ0063
 SZ0063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SZ0063!UTM  16      -   0.99990734  x   1.00018802  =   1.00009534
 SZ0063!UTM  15      -   0.99990734  x   1.00023544  =   1.00014276
 SZ0063
 SZ0063:                Primary Azimuth Mark                     Grid Az
 SZ0063:UTM  16      -  BLAKE                                    085 14 35.6
 SZ0063:UTM  15      -  BLAKE                                    080 46 16.5
 SZ0063
 SZ0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16UBU8124638381(NAD 83)
 SZ0063
 SZ0063|---------------------------------------------------------------------|
 SZ0063| PID    Reference Object                     Distance      Geod. Az  |
 SZ0063|                                                           dddmmss.s |
 SZ0063| SZ0060 BLAKE                               APPROX.34.1 KM 0830302.2 |
 SZ0063|---------------------------------------------------------------------|
 SZ0063
 SZ0063                          SUPERSEDED SURVEY CONTROL
 SZ0063
 SZ0063  NAD 83(1994)-  48 09 39.63574(N)    089 56 30.62999(W) AD(       ) 1
 SZ0063  NAD 83(1986)-  48 09 39.61868(N)    089 56 30.57324(W) AD(       ) 1
 SZ0063  NAD 27      -  48 09 40.03600(N)    089 56 30.25800(W) AD(       ) 1
 SZ0063
 SZ0063.Superseded values are not recommended for survey control.
 SZ0063
 SZ0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SZ0063.See file dsdata.pdf to determine how the superseded data were derived.
 SZ0063
 SZ0063
 SZ0063  HISTORY     - Date     Condition        Report By
 SZ0063  HISTORY     - 1912     MONUMENTED       GSC
 SZ0063  HISTORY     - 1917     GOOD             CGS
 SZ0063
 SZ0063                          STATION DESCRIPTION
 SZ0063
 SZ0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1917
 SZ0063'ON HILL ABOUT 7-1/2 MILES SOUTH OF SILVER MOUNTAIN, WHICH IS
 SZ0063'ON BRANCH LINE OF CANADIAN NATIONAL RAILWAY FROM PORT ARTHUR
 SZ0063'TO NORTH LAKE.  TO REACH, FOLLOW ROAD WHICH FOLLOWS EAST SIDE OF
 SZ0063'LITTLE WHITEFISH RIVER ABOUT 7-1/2 MILES TO POINT NEAR BASE OF
 SZ0063'ROCK BLUFF ABOUT 30 FEET HIGH CLOSE TO RIVER.  FROM HERE MAGNETIC
 SZ0063'BEARING TO STATION IS 245 DEG, AND DISTANCE IS ABOUT 2 MILES.
 SZ0063'MARKED BY COPPER BOLT STAMPED G.S.C. 1912 IN SOLID ROCK, AND
 SZ0063'REFERENCED BY THREE COPPER BOLTS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC1255 ***********************************************************************
 TC1255  DESIGNATION -  WILSON
 TC1255  PID         -  TC1255
 TC1255  STATE/COUNTY-  ON/RAINY RIVER
 TC1255  COUNTRY     -  CANADA
 TC1255  NTS MAPSHEET-  PINEWOOD (2020)
 TC1255
 TC1255                         *CURRENT SURVEY CONTROL
 TC1255  ______________________________________________________________________
 TC1255* NAD 83(1996) POSITION- 48 41 43.21315(N) 094 27 29.74353(W)   ADJUSTED
 TC1255* NAVD 88 ORTHO HEIGHT -   329.    (meters)     1079.    (feet) SCALED
 TC1255  ______________________________________________________________________
 TC1255  GEOID HEIGHT    -        -29.104 (meters)                     EGM08
 TC1255  HORZ ORDER      -  THIRD
 TC1255
 TC1255.The positional and height information provided upon this datasheet are not
 TC1255.officially recognized by the Government of Canada, provincial governments
 TC1255.within Canada, nor are they intended to replace or substitute for them.
 TC1255.The intent of sharing this data is to allow access to positions or heights
 TC1255.recognized by the United States Government. Passive control that is used by
 TC1255.both nations may share the same or similar designations or descriptions but
 TC1255.do not share official positions or heights. The 'Station Description' may
 TC1255.originate from a Canadian 'Station Report' and if so contains information
 TC1255.licensed under the 'Open Government License - Canada'.
 TC1255
 TC1255.The horizontal coordinates were established by classical geodetic methods
 TC1255.and adjusted by the National Geodetic Survey in March 1999.
 TC1255
 TC1255.The orthometric height was scaled from a topographic map.
 TC1255
 TC1255.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC1255
 TC1255.Click photographs - Photos may exist for this station.
 TC1255
 TC1255. The following values were computed from the NAD 83(1996) position.
 TC1255
 TC1255;                    North         East     Units Scale Factor Converg.
 TC1255;UTM  15      - 5,394,614.681   392,691.478   MT  0.99974147   -1 05 44.0
 TC1255
 TC1255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1255!UTM  15      -   0.99995295  x   0.99974147  =   0.99969443
 TC1255
 TC1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP9269194614(NAD 83)
 TC1255
 TC1255|---------------------------------------------------------------------|
 TC1255| PID    Reference Object                     Distance      Geod. Az  |
 TC1255|                                                           dddmmss.s |
 TC1255| TC1207 SCOTCH                              354.448 METERS 11155     |
 TC1255| TC0919 GUS                                 387.019 METERS 17441     |
 TC1255| TC0853 BUFFY                               366.142 METERS 29620     |
 TC1255|---------------------------------------------------------------------|
 TC1255
 TC1255                          SUPERSEDED SURVEY CONTROL
 TC1255
 TC1255  NAD 83(1986)-  48 41 43.19382(N)    094 27 29.73608(W) AD(       ) 3
 TC1255
 TC1255.Superseded values are not recommended for survey control.
 TC1255
 TC1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1255.See file dsdata.pdf to determine how the superseded data were derived.
 TC1255
 TC1255_MARKER: X = CHISELED CROSS
 TC1255_SETTING: 80 = SET IN A BOULDER
 TC1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1255+STABILITY: SURFACE MOTION
 TC1255
 TC1255  HISTORY     - Date     Condition        Report By
 TC1255  HISTORY     - 1914     MONUMENTED       IBC
 TC1255
 TC1255                          STATION DESCRIPTION
 TC1255
 TC1255'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1914 (JH)
 TC1255'ON THE NORTH BANK OF RAINY RIVER, ABOUT 1 MILE WEST OF CLEMENTSON,
 TC1255'MINN.  THE STATION IS ABOUT 73 METERS WEST OF THE MOUTH OF A CREEK AND
 TC1255'IS 3 METERS ABOVE AND 24 METERS BACK FROM THE RIVERS EDGE.  WILSONS
 TC1255'HOUSE IS ABOUT 15 METERS NORTHEAST OF THE STATION.
 TC1255'
 TC1255'STATION MARK--A CROSS CUT IN A STONE.  SUBSURFACE MARK IS A BALL OF
 TC1255'WIRE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TC0776 ***********************************************************************
 TC0776  DESIGNATION -  WINDSOCK
 TC0776  PID         -  TC0776
 TC0776  STATE/COUNTY-  ON/KENORA
 TC0776  COUNTRY     -  CANADA
 TC0776  NTS MAPSHEET-  FALCON ISLAND (2020)
 TC0776
 TC0776                         *CURRENT SURVEY CONTROL
 TC0776  ______________________________________________________________________
 TC0776* NAD 83(1996) POSITION- 49 22 17.85402(N) 094 57 32.49295(W)   ADJUSTED
 TC0776* NAVD 88 ORTHO HEIGHT -   328.0   (meters)     1076.    (feet) VERTCON
 TC0776  ______________________________________________________________________
 TC0776  GEOID HEIGHT    -        -29.574 (meters)                     EGM08
 TC0776  HORZ ORDER      -  SECOND
 TC0776
 TC0776.The positional and height information provided upon this datasheet are not
 TC0776.officially recognized by the Government of Canada, provincial governments
 TC0776.within Canada, nor are they intended to replace or substitute for them.
 TC0776.The intent of sharing this data is to allow access to positions or heights
 TC0776.recognized by the United States Government. Passive control that is used by
 TC0776.both nations may share the same or similar designations or descriptions but
 TC0776.do not share official positions or heights. The 'Station Description' may
 TC0776.originate from a Canadian 'Station Report' and if so contains information
 TC0776.licensed under the 'Open Government License - Canada'.
 TC0776
 TC0776.The horizontal coordinates were established by classical geodetic methods
 TC0776.and adjusted by the National Geodetic Survey in March 1999.
 TC0776
 TC0776.The NAVD 88 height was computed by applying the VERTCON shift value to
 TC0776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TC0776
 TC0776.Significant digits in the geoid height do not necessarily reflect accuracy.
 TC0776
 TC0776.Click photographs - Photos may exist for this station.
 TC0776
 TC0776. The following values were computed from the NAD 83(1996) position.
 TC0776
 TC0776;                    North         East     Units Scale Factor Converg.
 TC0776;UTM  15      - 5,470,614.570   357,785.160   MT  0.99984844   -1 29 13.4
 TC0776
 TC0776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0776!UTM  15      -   0.99995323  x   0.99984844  =   0.99980168
 TC0776
 TC0776:                Primary Azimuth Mark                     Grid Az
 TC0776:UTM  15      -  WINDSOCK AZ MK                           222 48 52.3
 TC0776
 TC0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ5778570614(NAD 83)
 TC0776
 TC0776|---------------------------------------------------------------------|
 TC0776| PID    Reference Object                     Distance      Geod. Az  |
 TC0776|                                                           dddmmss.s |
 TC0776| TC0775 BOUNDARY REF MON 19                  30.552 METERS 01505     |
 TC0776| CO7709 WIND CHARGER TOWER                                 1903152.7 |
 TC0776| TC1275 WIND CHARGER TOWER                  APPROX. 0.5 KM 1903208.0 |
 TC0776| TC1276 WINDSOCK AZ MK                      APPROX. 0.9 KM 2211938.9 |
 TC0776| TC1282 WINDSOCK RM 1                        11.150 METERS 24842     |
 TC0776|---------------------------------------------------------------------|
 TC0776
 TC0776                          SUPERSEDED SURVEY CONTROL
 TC0776
 TC0776  NAD 83(1986)-  49 22 17.82676(N)    094 57 32.41764(W) AD(       ) 2
 TC0776  NAD 27      -  49 22 17.83543(N)    094 57 31.57067(W) AD(       ) 2
 TC0776  NGVD 29 (07/19/86)  327.6    (m)         1075.     (f) VERT ANG       
 TC0776
 TC0776.Superseded values are not recommended for survey control.
 TC0776
 TC0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0776.See file dsdata.pdf to determine how the superseded data were derived.
 TC0776
 TC0776_MARKER: DD = SURVEY DISK
 TC0776_SETTING: 66 = SET IN ROCK OUTCROP
 TC0776_STAMPING: WINDSOCK 1966
 TC0776_MARK LOGO: CGS
 TC0776_MAGNETIC: N = NO MAGNETIC MATERIAL
 TC0776_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TC0776+STABILITY: POSITION/ELEVATION WELL
 TC0776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TC0776+SATELLITE: SATELLITE OBSERVATIONS - 1989
 TC0776
 TC0776  HISTORY     - Date     Condition        Report By
 TC0776  HISTORY     - 1966     MONUMENTED       CGS
 TC0776  HISTORY     - 1966     GOOD             CGS
 TC0776  HISTORY     - 1989     GOOD             NGS
 TC0776
 TC0776                          STATION DESCRIPTION
 TC0776
 TC0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (LMC)
 TC0776'THE STATION IS LOCATED ABOUT 36 MILES NORTHEAST OF WARROAD, 5-1/2
 TC0776'MILES NORTHWEST OF OAK ISLAND POST OFFICE, 1/2 MILE NORTH OF THE
 TC0776'PENASSE POST OFFICE AND ON THE NORTH SIDE OF THE ENTRANCE TO THE
 TC0776'NORTHWEST ANGLE INLET ON A SMALL ROCK ISLAND.
 TC0776'
 TC0776'STATION MARK, A STANDARD DISK STAMPED WINDSOCK 1966, IS CEMENTED
 TC0776'IN A DRILL HOLE IN THE TOP OF AN OUTCROPPING OF BEDROCK.  IT IS 48
 TC0776'FEET NORTH OF THE WATERS EDGE, 29 FEET SOUTHWEST OF A 4-INCH
 TC0776'COTTONWOOD TREE AND 20 FEET SOUTH OF AN 8-INCH PINE TREE.
 TC0776'
 TC0776'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED WINDSOCK NO 1 1966,
 TC0776'IS CEMENTED IN A DRILL HOLE IN THE TOP OF AN OUTCROPPING OF
 TC0776'BEDROCK.  IT IS 61 FEET EAST OF THE WATERS EDGE, 52 FEET NORTH OF
 TC0776'THE WATERS EDGE AND 36 FEET SOUTHWEST OF THE 8-INCH PINE TREE.
 TC0776'
 TC0776'REFERENCE MONUMENT 19 WAS USED FOR REFERENCE MARK NO. 2.  IT IS
 TC0776'A 2 BY 2 INCH METAL STAKE SET IN AN 18 INCH SQUARE CONCRETE
 TC0776'MONUMENT WHICH PROJECTS 2.8 FEET.  IT IS 72 FEET WEST OF THE WATERS
 TC0776'EDGE, 71 FEET NORTHEAST OF THE 4-INCH COTTONWOOD TREE AND 31 FEET
 TC0776'SOUTH OF THE WATERS EDGE.
 TC0776'
 TC0776'THE AZIMUTH MARK IS LOCATED APPROXIMATELY 0.5 MILE SOUTHWEST
 TC0776'OF THE STATION ON A SMALL ROCK ISLAND THAT IS LOCALLY KNOWN AS
 TC0776'GUT ISLAND.  IT IS A STANDARD DISK STAMPED WINDSOCK 1966 CEMENTED
 TC0776'IN A DRILL HOLE IN THE TOP OF AN OUTCROPPING OF BEDROCK.  IT IS 21
 TC0776'FEET EAST OF THE WATERS EDGE, 20 FEET SOUTH OF THE WATERS EDGE,
 TC0776'15 FEET WEST OF THE WATERS EDGE AND 9.7 FEET SOUTHWEST OF A METAL
 TC0776'WITNESS POST.
 TC0776'
 TC0776'NOTE--STATION CAN BE REACHED BY BOAT OR SEAPLANE.
 TC0776'
 TC0776'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 TC0776
 TC0776                          STATION RECOVERY (1966)
 TC0776
 TC0776'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 TC0776'RECOVERED IN GOOD CONDITION.
 TC0776
 TC0776                          STATION RECOVERY (1989)
 TC0776
 TC0776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 TC0776'THE STATION IS LOCATED ABOUT 36 MILES NORTHEAST OF WARROAD, 5-1/2
 TC0776'MILES NORTHWEST OF THE OAK ISLAND POST OFFICE, 1/2 MILE NORTH OF THE
 TC0776'PENASSE POST OFFICE AND ON THE NORTH SIDE OF THE ENTRANCE TO THE
 TC0776'NORTHWEST ANGLE INLET ON A SMALL ROCK ISLAND.
 TC0776'THE STATION MARK, A STANDARD DISK STAMPED --- WINDSOCK 1966 --- IS
 TC0776'CEMENTED IN A DRILL HOLE IN THE TOP OF AN OUTCROPPING OF BEDROCK.  IT
 TC0776'IS 48 FEET NORTH OF THE WATERS EDGE, 29 FEET SOUTHWEST OF A 4-INCH
 TC0776'COTTONWOOD TREE, 20 FEET SOUTH OF AN 8-INCH PINE TREE, 2.27 M
 TC0776'(7.4 FT) EAST OF A DAYBEACON, 9.01 M (29.6 FT) (SLOPE) NORTH OF AN
 TC0776'IRON PIN, AND 15.15 M (49.7 FT) (SLOPE) NORTHEAST OF ANOTHER IRON PIN.
 TC0776'REFERENCE MARK 1, A STANDARD DISK STAMPED --- WINDSOCK NO 1 1966, IS
 TC0776'CEMENTED IN A DRILL HOLE IN THE TOP OF AN OUTCROPPING OF BEDROCK.  IT
 TC0776'IS 61 FEET EAST OF THE WATERS EDGE, 52 FEET NORTH OF THE WATERS EDGE,
 TC0776'36 FEET SOUTHWEST OF AN 8-INCH PINE TREE, AND 11.15 M (36.6 FT) WEST
 TC0776'OF THE STATION.
 TC0776'REFERENCE MONUMENT 19 WAS USED FOR REFERENCE MARK 2.  IT IS A 5 CM X 5
 TC0776'CM CAST IRON OBELISK PROJECTING 85 CM, LOCATED 72 FEET WEST OF THE
 TC0776'WATERS EDGE, 71 FEET NORTHEAST OF A 4-INCH COTTONWOOD TREE, 31 FEET
 TC0776'SOUTH OF THE WATERS EDGE, AND 30.569 M (100.3 FT) NE OF THE STATION.
 TC0776'THE AZIMUTH MARK IS LOCATED APPROXIMATELY 0.5 MILE SOUTHWEST OF THE
 TC0776'STATION ON A SMALL ROCK ISLAND LOCALLY KNOWN AS GUT ISLAND.  IT IS A
 TC0776'STANDARD DISK STAMPED --- WINDSOCK 1966 -- CEMENTED IN A DRILL HOLE IN
 TC0776'THE TOP OF AN OUTCROPPING OF BEDROCK.  IT IS 21 FEET EAST OF THE
 TC0776'WATERS EDGE, 15 FEET WEST OF THE WATERS EDGE, 20 FEET SOUTH OF THE
 TC0776'WATERS EDGE, AND 9.7 FEET WOUTHWEST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NE0874 ***********************************************************************
 NE0874  DESIGNATION -  WINDSOR 368
 NE0874  PID         -  NE0874
 NE0874  STATE/COUNTY-  ON/ESSEX
 NE0874  COUNTRY     -  CANADA
 NE0874  NTS MAPSHEET-  WINDSOR (2020)
 NE0874
 NE0874                         *CURRENT SURVEY CONTROL
 NE0874  ______________________________________________________________________
 NE0874* NAD 83(1986) POSITION- 42 18 18.0    (N) 083 04 33.6    (W)   HD_HELD2
 NE0874* NAVD 88 ORTHO HEIGHT -   176.620 (meters)      579.46  (feet) ADJUSTED
 NE0874  ______________________________________________________________________
 NE0874  GEOID HEIGHT    -        -35.058 (meters)                     EGM08
 NE0874  DYNAMIC HEIGHT  -        176.567 (meters)      579.29  (feet) COMP
 NE0874  MODELED GRAVITY -    980,319.0   (mgal)                       NAVD 88
 NE0874
 NE0874  VERT ORDER      -  FIRST     CLASS II
 NE0874
 NE0874.The positional and height information provided upon this datasheet are not
 NE0874.officially recognized by the Government of Canada, provincial governments
 NE0874.within Canada, nor are they intended to replace or substitute for them.
 NE0874.The intent of sharing this data is to allow access to positions or heights
 NE0874.recognized by the United States Government. Passive control that is used by
 NE0874.both nations may share the same or similar designations or descriptions but
 NE0874.do not share official positions or heights. The 'Station Description' may
 NE0874.originate from a Canadian 'Station Report' and if so contains information
 NE0874.licensed under the 'Open Government License - Canada'.
 NE0874
 NE0874.The horizontal coordinates were established by autonomous hand held GPS
 NE0874.observations and have an estimated accuracy of +/- 10 meters.
 NE0874
 NE0874.The orthometric height was determined by differential leveling and
 NE0874.adjusted by the NATIONAL GEODETIC SURVEY
 NE0874.in June 1991.
 NE0874
 NE0874.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0874
 NE0874.Click photographs - Photos may exist for this station.
 NE0874
 NE0874.The dynamic height is computed by dividing the NAVD 88
 NE0874.geopotential number by the normal gravity value computed on the
 NE0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0874.degrees latitude (g = 980.6199 gals.).
 NE0874
 NE0874.The modeled gravity was interpolated from observed gravity values.
 NE0874
 NE0874
 NE0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2889085727(NAD 83)
 NE0874
 NE0874                          SUPERSEDED SURVEY CONTROL
 NE0874
 NE0874  NGVD 29 (11/26/84)  176.795  (m)          580.03   (f) ADJUSTED    1 2
 NE0874
 NE0874.Superseded values are not recommended for survey control.
 NE0874
 NE0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0874.See file dsdata.pdf to determine how the superseded data were derived.
 NE0874
 NE0874_MARKER: Z = SEE DESCRIPTION
 NE0874_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NE0874_SP_SET: BRICK WALL
 NE0874_STAMPING: 368
 NE0874_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0874
 NE0874  HISTORY     - Date     Condition        Report By
 NE0874  HISTORY     - UNK      MONUMENTED       GSC
 NE0874  HISTORY     - 1980     GOOD             NGS
 NE0874
 NE0874                          STATION DESCRIPTION
 NE0874
 NE0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0874'IN WINDSOR.
 NE0874'IN WINDSOR, AT THE JUNCTION OF RUSSELL STREET AND DETROIT STREET,
 NE0874'0.16 KILOMETER (0.1 MILE) NORTHWEST OF INTERSECTION OF SANDWICH
 NE0874'STREET AND DETROIT STREET, 10.2 METERS (33.5 FEET) NORTHWEST OF THE
 NE0874'EXTENDED CENTER OF RUSSELL STREET, 4.0 METERS (13.0 FEET) NORTHEAST
 NE0874'OF THE CENTER OF THE ENTRANCE TO THE LAKE ONTARIO CEMENT COMPANY,
 NE0874'0.7 METER (2.2 FEET) NORTHEAST OF THE NORTHEAST GATE POST. NOTE
 NE0874'A 2 BY 4-INCH TABLET SET VERTICALLY IN THE SOUTHEAST FACE AND
 NE0874'0.2 METER (0.8 FOOT) NORTHEAST OF THE SOUTH CORNER OF A SMALL BRICK
 NE0874'AND BLOCK BUILDING , AND HAS A FOOT PLATE FOR LEVEL ROD.
 NE0874'THE MARK IS 0.31 M ABOVE GROUND..
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NE0871 ***********************************************************************
 NE0871  DESIGNATION -  WINDSOR 387
 NE0871  PID         -  NE0871
 NE0871  STATE/COUNTY-  ON/ESSEX
 NE0871  COUNTRY     -  CANADA
 NE0871  NTS MAPSHEET-  WINDSOR (2020)
 NE0871
 NE0871                         *CURRENT SURVEY CONTROL
 NE0871  ______________________________________________________________________
 NE0871* NAD 83(1986) POSITION- 42 18 31.     (N) 083 04 18.     (W)   SCALED
 NE0871* NAVD 88 ORTHO HEIGHT -   177.743 (meters)      583.15  (feet) ADJUSTED
 NE0871  ______________________________________________________________________
 NE0871  GEOID HEIGHT    -        -35.056 (meters)                     EGM08
 NE0871  DYNAMIC HEIGHT  -        177.690 (meters)      582.97  (feet) COMP
 NE0871  MODELED GRAVITY -    980,319.5   (mgal)                       NAVD 88
 NE0871
 NE0871  VERT ORDER      -  FIRST     CLASS II
 NE0871
 NE0871.The positional and height information provided upon this datasheet are not
 NE0871.officially recognized by the Government of Canada, provincial governments
 NE0871.within Canada, nor are they intended to replace or substitute for them.
 NE0871.The intent of sharing this data is to allow access to positions or heights
 NE0871.recognized by the United States Government. Passive control that is used by
 NE0871.both nations may share the same or similar designations or descriptions but
 NE0871.do not share official positions or heights. The 'Station Description' may
 NE0871.originate from a Canadian 'Station Report' and if so contains information
 NE0871.licensed under the 'Open Government License - Canada'.
 NE0871
 NE0871.The horizontal coordinates were scaled from a map and have
 NE0871.an estimated accuracy of +/- 6 seconds.
 NE0871
 NE0871.The orthometric height was determined by differential leveling and
 NE0871.adjusted by the NATIONAL GEODETIC SURVEY
 NE0871.in June 1991.
 NE0871
 NE0871.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE0871
 NE0871.Click photographs - Photos may exist for this station.
 NE0871
 NE0871.The dynamic height is computed by dividing the NAVD 88
 NE0871.geopotential number by the normal gravity value computed on the
 NE0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0871.degrees latitude (g = 980.6199 gals.).
 NE0871
 NE0871.The modeled gravity was interpolated from observed gravity values.
 NE0871
 NE0871
 NE0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG292861(NAD 83)
 NE0871
 NE0871                          SUPERSEDED SURVEY CONTROL
 NE0871
 NE0871  NGVD 29 (11/26/84)  177.917  (m)          583.72   (f) ADJUSTED    1 2
 NE0871
 NE0871.Superseded values are not recommended for survey control.
 NE0871
 NE0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0871.See file dsdata.pdf to determine how the superseded data were derived.
 NE0871
 NE0871_MARKER: DD = SURVEY DISK
 NE0871_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NE0871_SP_SET: BRICK WALL
 NE0871_STAMPING: 387
 NE0871_MARK LOGO: GSC
 NE0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0871+STABILITY: SURFACE MOTION
 NE0871
 NE0871  HISTORY     - Date     Condition        Report By
 NE0871  HISTORY     - 1972     MONUMENTED       GSC
 NE0871  HISTORY     - 1980     GOOD             NGS
 NE0871
 NE0871                          STATION DESCRIPTION
 NE0871
 NE0871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0871'IN WINDSOR.
 NE0871'IN WINDSOR, NEAR THE JUNCTION OF WEST RIVERSIDE DRIVE AND HURON
 NE0871'CHURCH LINE, A 2 BY 4 INCH METEL TABLET SET VERTICALLY AT THE
 NE0871'SOUTHEAST FACE AT THE EAST CORNER OF THE REST ROOM BUILDING IN
 NE0871'AMBASSADOR PARK, 15.9 METERS (52.1 FEET) NORTHWEST OF THE NORTHWEST
 NE0871'CURB OF WEST RIVERSIDE DRIVE, 4.0 METERS (13.1 FEET) SOUTHWEST
 NE0871'OF THE SOUTHWEST EDGE OF THE EAST CORNER OF THE BUILDING, NOTE
 NE0871'MARK HAS A FOOT PLATE FOR LEVEL ROD.
 NE0871'THE MARK IS 0.24 M ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NE1333 ***********************************************************************
 NE1333  DESIGNATION -  WINDSOR AMBASSADOR BR S TOWER
 NE1333  PID         -  NE1333
 NE1333  STATE/COUNTY-  ON/ESSEX
 NE1333  COUNTRY     -  CANADA
 NE1333  NTS MAPSHEET-  WINDSOR (2020)
 NE1333
 NE1333                         *CURRENT SURVEY CONTROL
 NE1333  ______________________________________________________________________
 NE1333* NAD 83(1995) POSITION- 42 18 35.58428(N) 083 04 21.77872(W)   ADJUSTED
 NE1333  ______________________________________________________________________
 NE1333  GEOID HEIGHT    -        -35.053 (meters)                     EGM08
 NE1333  HORZ ORDER      -  THIRD
 NE1333
 NE1333.The positional and height information provided upon this datasheet are not
 NE1333.officially recognized by the Government of Canada, provincial governments
 NE1333.within Canada, nor are they intended to replace or substitute for them.
 NE1333.The intent of sharing this data is to allow access to positions or heights
 NE1333.recognized by the United States Government. Passive control that is used by
 NE1333.both nations may share the same or similar designations or descriptions but
 NE1333.do not share official positions or heights. The 'Station Description' may
 NE1333.originate from a Canadian 'Station Report' and if so contains information
 NE1333.licensed under the 'Open Government License - Canada'.
 NE1333
 NE1333.The horizontal coordinates were established by classical geodetic methods
 NE1333.and adjusted by the National Geodetic Survey in April 1998.
 NE1333
 NE1333.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1333
 NE1333.Click photographs - Photos may exist for this station.
 NE1333
 NE1333. The following values were computed from the NAD 83(1995) position.
 NE1333
 NE1333;                    North         East     Units Scale Factor Converg.
 NE1333;UTM  17      - 4,686,263.674   329,174.368   MT  0.99995906   -1 23 44.0
 NE1333
 NE1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2917486263(NAD 83)
 NE1333
 NE1333                          SUPERSEDED SURVEY CONTROL
 NE1333
 NE1333  NAD 83(1986)-  42 18 35.59242(N)    083 04 21.80950(W) AD(       ) 3
 NE1333  NAD 27      -  42 18 35.45200(N)    083 04 22.08700(W) AD(       ) 3
 NE1333
 NE1333.Superseded values are not recommended for survey control.
 NE1333
 NE1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1333.See file dsdata.pdf to determine how the superseded data were derived.
 NE1333
 NE1333_MARKER: 55 = TOWER
 NE1333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1333+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2005
 NE1333
 NE1333  HISTORY     - Date     Condition        Report By
 NE1333  HISTORY     - 1957     FIRST OBSERVED   CGS
 NE1333  HISTORY     - 1977     GOOD             NGS
 NE1333  HISTORY     - 19910712 GOOD             USPSQD
 NE1333  HISTORY     - 20050831 GOOD             USPSQD
 NE1333
 NE1333                          STATION DESCRIPTION
 NE1333
 NE1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1333'THE STATIONS ARE THE CENTER OF THE TOPS OF THE N AND S
 NE1333'BRIDGE TOWERS OVER
 NE1333'THE DETROIT RIVER.  THE N TOWER IS LOCATED ON
 NE1333'THE DETROIT APPROACH SIDE, AND THE S
 NE1333'TOWER IS ON THE WINDSOR APPROACH
 NE1333'SIDE.
 NE1333'
 NE1333'THESE ARE INTERSECTION STATIONS.
 NE1333
 NE1333                          STATION RECOVERY (1977)
 NE1333
 NE1333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1333'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NE1333'
 NE1333'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--DETROIT.
 NE1333
 NE1333                          STATION RECOVERY (1991)
 NE1333
 NE1333'RECOVERY NOTE BY US POWER SQUADRON 1991 (RS)
 NE1333'RECOVERED IN GOOD CONDITION.
 NE1333
 NE1333                          STATION RECOVERY (2005)
 NE1333
 NE1333'RECOVERY NOTE BY US POWER SQUADRON 2005 (RRJ)
 NE1333'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NE1331 ***********************************************************************
 NE1331  DESIGNATION -  WINDSOR CANADIAN PAC RR TWR
 NE1331  PID         -  NE1331
 NE1331  STATE/COUNTY-  ON/ESSEX
 NE1331  COUNTRY     -  CANADA
 NE1331  NTS MAPSHEET-  WINDSOR (2020)
 NE1331
 NE1331                         *CURRENT SURVEY CONTROL
 NE1331  ______________________________________________________________________
 NE1331* NAD 83(1995) POSITION- 42 19 02.47934(N) 083 02 55.92226(W)   ADJUSTED
 NE1331  ______________________________________________________________________
 NE1331  GEOID HEIGHT    -        -35.064 (meters)                     EGM08
 NE1331  HORZ ORDER      -  THIRD
 NE1331
 NE1331.The positional and height information provided upon this datasheet are not
 NE1331.officially recognized by the Government of Canada, provincial governments
 NE1331.within Canada, nor are they intended to replace or substitute for them.
 NE1331.The intent of sharing this data is to allow access to positions or heights
 NE1331.recognized by the United States Government. Passive control that is used by
 NE1331.both nations may share the same or similar designations or descriptions but
 NE1331.do not share official positions or heights. The 'Station Description' may
 NE1331.originate from a Canadian 'Station Report' and if so contains information
 NE1331.licensed under the 'Open Government License - Canada'.
 NE1331
 NE1331.The horizontal coordinates were established by classical geodetic methods
 NE1331.and adjusted by the National Geodetic Survey in April 1998.
 NE1331
 NE1331.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1331
 NE1331.Click photographs - Photos may exist for this station.
 NE1331
 NE1331. The following values were computed from the NAD 83(1995) position.
 NE1331
 NE1331;                    North         East     Units Scale Factor Converg.
 NE1331;UTM  17      - 4,687,045.640   331,159.975   MT  0.99995076   -1 22 46.9
 NE1331
 NE1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3115987045(NAD 83)
 NE1331
 NE1331                          SUPERSEDED SURVEY CONTROL
 NE1331
 NE1331  NAD 83(1986)-  42 19 02.48751(N)    083 02 55.95346(W) AD(       ) 3
 NE1331  NAD 27      -  42 19 02.34700(N)    083 02 56.23300(W) AD(       ) 3
 NE1331
 NE1331.Superseded values are not recommended for survey control.
 NE1331
 NE1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1331.See file dsdata.pdf to determine how the superseded data were derived.
 NE1331
 NE1331
 NE1331  HISTORY     - Date     Condition        Report By
 NE1331  HISTORY     - 1957     MONUMENTED       CGS
 NE1331
 NE1331                          STATION DESCRIPTION
 NE1331
 NE1331'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1331'THE STATION IS THE RED LIGHT
 NE1331'ON THE TOP OF THE
 NE1331'CANADIAN PACIFIC RAILROAD COMPANY RELAY TOWER,
 NE1331'LOCATED ON THE NW SECTION OF
 NE1331'WINDSOR, CANADA, ABOUT 75 FT. E OF
 NE1331'RIVERSIDE WEST, AND ABOUT 100 FT. S OF CARON
 NE1331'STREET.  IT IS A FOUR-LEGGED
 NE1331'SELF SUPPORTING STEEL STRUCTURE, COLORED IN ALTERNATE SECTIONS
 NE1331'OF RED AND
 NE1331'WHITE WITH A LARGE PARABOLIC REFLECTOR ON THE E
 NE1331'SIDE, THE HEIGHT BEING 200
 NE1331'FT.
 NE1331'
 NE1331'THIS IS AN INTERSECTION STATION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NE1335 ***********************************************************************
 NE1335  DESIGNATION -  WINDSOR GM CO STACK
 NE1335  PID         -  NE1335
 NE1335  STATE/COUNTY-  ON/ESSEX
 NE1335  COUNTRY     -  CANADA
 NE1335  NTS MAPSHEET-  BELLE RIVER (2020)
 NE1335
 NE1335                         *CURRENT SURVEY CONTROL
 NE1335  ______________________________________________________________________
 NE1335* NAD 83(1995) POSITION- 42 18 29.03513(N) 083 00 00.20330(W)   ADJUSTED
 NE1335  ______________________________________________________________________
 NE1335  GEOID HEIGHT    -        -35.120 (meters)                     EGM08
 NE1335  HORZ ORDER      -  THIRD
 NE1335
 NE1335.The positional and height information provided upon this datasheet are not
 NE1335.officially recognized by the Government of Canada, provincial governments
 NE1335.within Canada, nor are they intended to replace or substitute for them.
 NE1335.The intent of sharing this data is to allow access to positions or heights
 NE1335.recognized by the United States Government. Passive control that is used by
 NE1335.both nations may share the same or similar designations or descriptions but
 NE1335.do not share official positions or heights. The 'Station Description' may
 NE1335.originate from a Canadian 'Station Report' and if so contains information
 NE1335.licensed under the 'Open Government License - Canada'.
 NE1335
 NE1335.The horizontal coordinates were established by classical geodetic methods
 NE1335.and adjusted by the National Geodetic Survey in April 1998.
 NE1335
 NE1335.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1335
 NE1335.Click photographs - Photos may exist for this station.
 NE1335
 NE1335. The following values were computed from the NAD 83(1995) position.
 NE1335
 NE1335;                    North         East     Units Scale Factor Converg.
 NE1335;UTM  17      - 4,685,918.332   335,158.212   MT  0.99993434   -1 20 47.7
 NE1335
 NE1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3515885918(NAD 83)
 NE1335
 NE1335                          SUPERSEDED SURVEY CONTROL
 NE1335
 NE1335  NAD 83(1986)-  42 18 29.04356(N)    083 00 00.23558(W) AD(       ) 3
 NE1335  NAD 27      -  42 18 28.91000(N)    083 00 00.52000(W) AD(       ) 3
 NE1335
 NE1335.Superseded values are not recommended for survey control.
 NE1335
 NE1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1335.See file dsdata.pdf to determine how the superseded data were derived.
 NE1335
 NE1335_MARKER: 63 = STACK
 NE1335
 NE1335  HISTORY     - Date     Condition        Report By
 NE1335  HISTORY     - 1932     FIRST OBSERVED   CGS
 NE1335
 NE1335                          STATION DESCRIPTION
 NE1335
 NE1335'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NE1334 ***********************************************************************
 NE1334  DESIGNATION -  WINDSOR GM CO WATER TANK
 NE1334  PID         -  NE1334
 NE1334  STATE/COUNTY-  ON/ESSEX
 NE1334  COUNTRY     -  CANADA
 NE1334  NTS MAPSHEET-  WINDSOR (2020)
 NE1334
 NE1334                         *CURRENT SURVEY CONTROL
 NE1334  ______________________________________________________________________
 NE1334* NAD 83(1995) POSITION- 42 18 29.05729(N) 083 00 02.15072(W)   ADJUSTED
 NE1334  ______________________________________________________________________
 NE1334  GEOID HEIGHT    -        -35.120 (meters)                     EGM08
 NE1334  HORZ ORDER      -  THIRD
 NE1334
 NE1334.The positional and height information provided upon this datasheet are not
 NE1334.officially recognized by the Government of Canada, provincial governments
 NE1334.within Canada, nor are they intended to replace or substitute for them.
 NE1334.The intent of sharing this data is to allow access to positions or heights
 NE1334.recognized by the United States Government. Passive control that is used by
 NE1334.both nations may share the same or similar designations or descriptions but
 NE1334.do not share official positions or heights. The 'Station Description' may
 NE1334.originate from a Canadian 'Station Report' and if so contains information
 NE1334.licensed under the 'Open Government License - Canada'.
 NE1334
 NE1334.The horizontal coordinates were established by classical geodetic methods
 NE1334.and adjusted by the National Geodetic Survey in April 1998.
 NE1334
 NE1334.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1334
 NE1334.Click photographs - Photos may exist for this station.
 NE1334
 NE1334. The following values were computed from the NAD 83(1995) position.
 NE1334
 NE1334;                    North         East     Units Scale Factor Converg.
 NE1334;UTM  17      - 4,685,920.064   335,113.642   MT  0.99993452   -1 20 49.0
 NE1334
 NE1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3511385920(NAD 83)
 NE1334
 NE1334                          SUPERSEDED SURVEY CONTROL
 NE1334
 NE1334  NAD 83(1986)-  42 18 29.06494(N)    083 00 02.18322(W) AD(       ) 3
 NE1334  NAD 27      -  42 18 28.93000(N)    083 00 02.47000(W) AD(       ) 3
 NE1334
 NE1334.Superseded values are not recommended for survey control.
 NE1334
 NE1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1334.See file dsdata.pdf to determine how the superseded data were derived.
 NE1334
 NE1334_MARKER: 51 = TANK
 NE1334
 NE1334  HISTORY     - Date     Condition        Report By
 NE1334  HISTORY     - 1932     FIRST OBSERVED   CGS
 NE1334
 NE1334                          STATION DESCRIPTION
 NE1334
 NE1334'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NE1337 ***********************************************************************
 NE1337  DESIGNATION -  WINDSOR HOTEL DIEU STEEPLE
 NE1337  PID         -  NE1337
 NE1337  STATE/COUNTY-  ON/ESSEX
 NE1337  COUNTRY     -  CANADA
 NE1337  NTS MAPSHEET-  WINDSOR (2020)
 NE1337
 NE1337                         *CURRENT SURVEY CONTROL
 NE1337  ______________________________________________________________________
 NE1337* NAD 83(1995) POSITION- 42 17 46.45881(N) 083 01 38.15729(W)   ADJUSTED
 NE1337  ______________________________________________________________________
 NE1337  GEOID HEIGHT    -        -35.113 (meters)                     EGM08
 NE1337  HORZ ORDER      -  THIRD
 NE1337
 NE1337.The positional and height information provided upon this datasheet are not
 NE1337.officially recognized by the Government of Canada, provincial governments
 NE1337.within Canada, nor are they intended to replace or substitute for them.
 NE1337.The intent of sharing this data is to allow access to positions or heights
 NE1337.recognized by the United States Government. Passive control that is used by
 NE1337.both nations may share the same or similar designations or descriptions but
 NE1337.do not share official positions or heights. The 'Station Description' may
 NE1337.originate from a Canadian 'Station Report' and if so contains information
 NE1337.licensed under the 'Open Government License - Canada'.
 NE1337
 NE1337.The horizontal coordinates were established by classical geodetic methods
 NE1337.and adjusted by the National Geodetic Survey in April 1998.
 NE1337
 NE1337.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1337
 NE1337.Click photographs - Photos may exist for this station.
 NE1337
 NE1337. The following values were computed from the NAD 83(1995) position.
 NE1337
 NE1337;                    North         East     Units Scale Factor Converg.
 NE1337;UTM  17      - 4,684,658.149   332,884.273   MT  0.99994363   -1 21 52.5
 NE1337
 NE1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3288484658(NAD 83)
 NE1337
 NE1337                          SUPERSEDED SURVEY CONTROL
 NE1337
 NE1337  NAD 83(1986)-  42 17 46.46758(N)    083 01 38.18891(W) AD(       ) 3
 NE1337  NAD 27      -  42 17 46.33000(N)    083 01 38.47000(W) AD(       ) 3
 NE1337
 NE1337.Superseded values are not recommended for survey control.
 NE1337
 NE1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1337.See file dsdata.pdf to determine how the superseded data were derived.
 NE1337
 NE1337_MARKER: 89 = SPIRE
 NE1337
 NE1337  HISTORY     - Date     Condition        Report By
 NE1337  HISTORY     - 1932     FIRST OBSERVED   CGS
 NE1337
 NE1337                          STATION DESCRIPTION
 NE1337
 NE1337'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0838 ***********************************************************************
 RJ0838  DESIGNATION -  WINDSOR IBC 1943
 RJ0838  PID         -  RJ0838
 RJ0838  STATE/COUNTY-  ON/ALGOMA
 RJ0838  COUNTRY     -  CANADA
 RJ0838  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ0838
 RJ0838                         *CURRENT SURVEY CONTROL
 RJ0838  ______________________________________________________________________
 RJ0838* NAD 83(1986) POSITION- 46 30 31.69927(N) 084 19 47.02942(W)   ADJUSTED
 RJ0838* NAVD 88 ORTHO HEIGHT -   182.    (meters)      597.    (feet) SCALED
 RJ0838  ______________________________________________________________________
 RJ0838  GEOID HEIGHT    -        -37.120 (meters)                     EGM08
 RJ0838  HORZ ORDER      -  THIRD
 RJ0838
 RJ0838.The positional and height information provided upon this datasheet are not
 RJ0838.officially recognized by the Government of Canada, provincial governments
 RJ0838.within Canada, nor are they intended to replace or substitute for them.
 RJ0838.The intent of sharing this data is to allow access to positions or heights
 RJ0838.recognized by the United States Government. Passive control that is used by
 RJ0838.both nations may share the same or similar designations or descriptions but
 RJ0838.do not share official positions or heights. The 'Station Description' may
 RJ0838.originate from a Canadian 'Station Report' and if so contains information
 RJ0838.licensed under the 'Open Government License - Canada'.
 RJ0838
 RJ0838.The horizontal coordinates were established by classical geodetic methods
 RJ0838.and adjusted by the National Geodetic Survey in July 1986.
 RJ0838
 RJ0838.The orthometric height was scaled from a topographic map.
 RJ0838
 RJ0838.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0838
 RJ0838.Click photographs - Photos may exist for this station.
 RJ0838
 RJ0838. The following values were computed from the NAD 83(1986) position.
 RJ0838
 RJ0838;                    North         East     Units Scale Factor Converg.
 RJ0838;UTM  16      - 5,154,046.237   704,857.933   MT  1.00011588   +1 56 16.4
 RJ0838
 RJ0838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0838!UTM  16      -   0.99997728  x   1.00011588  =   1.00009316
 RJ0838
 RJ0838:                Primary Azimuth Mark                     Grid Az
 RJ0838:UTM  16      -  IMPERIAL IBC 1943                        132 57 28.6
 RJ0838
 RJ0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0485754046(NAD 83)
 RJ0838
 RJ0838|---------------------------------------------------------------------|
 RJ0838| PID    Reference Object                     Distance      Geod. Az  |
 RJ0838|                                                           dddmmss.s |
 RJ0838| RJ0836 SAULT STE MARIE HS FLAG POLE        APPROX. 0.8 KM 0203415.1 |
 RJ0838| RJ0830 SAULT STE MARIE W AERIAL POLE       APPROX. 2.7 KM 0671835.6 |
 RJ0838| RJ0829 SAULT STE MARIE E AERIAL POLE       APPROX. 2.8 KM 0684620.9 |
 RJ0838| RJ0835 SAULT STE MARIE ST JOHN SPIRE       333.803 METERS 11814     |
 RJ0838| RJ0837 SAULT STE MARIE PO DOME             173.640 METERS 12506     |
 RJ0838| RJ0832 SAULT STE MARIE ALGONQUIN HOTL      APPROX. 0.6 KM 1290203.9 |
 RJ0838| RJ0831 IMPERIAL IBC 1943                   APPROX. 1.0 KM 1345345.0 |
 RJ0838| RJ1018 SAULT STE MARIE ST MARYS SPIRE      APPROX. 1.5 KM 2171220.8 |
 RJ0838| RJ1019 SAULT STE MARIE PO FLAG POLE        APPROX. 1.4 KM 2233350.2 |
 RJ0838| RJ1020 CENTRAL METHODIST CHURCH SPIRE      APPROX. 1.8 KM 2254623.3 |
 RJ0838| RJ0842 SAULT STE MARIE BRADY OBELISK       APPROX. 1.3 KM 2282112.3 |
 RJ0838| RJ1021 SAULT STE MARIE WATER TOWER         APPROX. 2.9 KM 2284805.9 |
 RJ0838| RJ0850 NORTHEAST PIERHEAD FRONT LIGHT      APPROX. 1.0 KM 2473844.0 |
 RJ0838| RJ0845 VIDAL SHOALS CHANNEL REAR LT        APPROX. 2.0 KM 2610622.5 |
 RJ0838|---------------------------------------------------------------------|
 RJ0838
 RJ0838                          SUPERSEDED SURVEY CONTROL
 RJ0838
 RJ0838  NAD 27      -  46 30 31.62600(N)    084 19 46.88800(W) AD(       ) 3
 RJ0838
 RJ0838.Superseded values are not recommended for survey control.
 RJ0838
 RJ0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0838.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0838
 RJ0838_MARKER: Z = SEE DESCRIPTION
 RJ0838_SETTING: 0 = UNSPECIFIED SETTING
 RJ0838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0838
 RJ0838  HISTORY     - Date     Condition        Report By
 RJ0838  HISTORY     - 1943     MONUMENTED       IBC
 RJ0838
 RJ0838                          STATION DESCRIPTION
 RJ0838
 RJ0838'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0838'ON TOP OF ELEVATOR SUPERSTRUCTURE OF THE WINDSOR HOTEL, SAULTE STE
 RJ0838'MARIE, ON SW SIDE OF QUEEN STREET SE OF BROOK STREET.  IT IS NEAR
 RJ0838'THE NE CORNER OF THE ROOF, BEING 4.33 FEET FROM THE SE EDGE AND
 RJ0838'4.36 FEET FROM THE NE EDGE.  THE ROOF IS 24.3 FEET IN NW - SW
 RJ0838'DIRECTION AND 22.7 FEET IN NE - SW DIRECTION.  FOUR EYEBOLTS SET
 RJ0838'NEAR THE CORNERS OF THE ROOF ARE THE FOLLOWING DISTANCES FROM THE
 RJ0838'STATION--5.05 FEET E.  19.64 FEET N.  26.07 FT W.  AND 18.04 FEET
 RJ0838'S.
 RJ0838'
 RJ0838'STATION MARK--CENTER OF 3/4 INCH ROUND HOLE ON TOP OF ROUNDED IRON
 RJ0838'GRILL OVER VENT OF DRAIN AT SURFACE OF ROOF.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 NE1332 ***********************************************************************
 NE1332  DESIGNATION -  WINDSOR TV STATION CKLW MAST
 NE1332  PID         -  NE1332
 NE1332  STATE/COUNTY-  ON/ESSEX
 NE1332  COUNTRY     -  CANADA
 NE1332  NTS MAPSHEET-  WINDSOR (2020)
 NE1332
 NE1332                         *CURRENT SURVEY CONTROL
 NE1332  ______________________________________________________________________
 NE1332* NAD 83(1995) POSITION- 42 18 59.66686(N) 083 02 58.06028(W)   ADJUSTED
 NE1332  ______________________________________________________________________
 NE1332  GEOID HEIGHT    -        -35.065 (meters)                     EGM08
 NE1332  HORZ ORDER      -  THIRD
 NE1332
 NE1332.The positional and height information provided upon this datasheet are not
 NE1332.officially recognized by the Government of Canada, provincial governments
 NE1332.within Canada, nor are they intended to replace or substitute for them.
 NE1332.The intent of sharing this data is to allow access to positions or heights
 NE1332.recognized by the United States Government. Passive control that is used by
 NE1332.both nations may share the same or similar designations or descriptions but
 NE1332.do not share official positions or heights. The 'Station Description' may
 NE1332.originate from a Canadian 'Station Report' and if so contains information
 NE1332.licensed under the 'Open Government License - Canada'.
 NE1332
 NE1332.The horizontal coordinates were established by classical geodetic methods
 NE1332.and adjusted by the National Geodetic Survey in April 1998.
 NE1332
 NE1332.Significant digits in the geoid height do not necessarily reflect accuracy.
 NE1332
 NE1332.Click photographs - Photos may exist for this station.
 NE1332
 NE1332. The following values were computed from the NAD 83(1995) position.
 NE1332
 NE1332;                    North         East     Units Scale Factor Converg.
 NE1332;UTM  17      - 4,686,960.068   331,108.943   MT  0.99995097   -1 22 48.3
 NE1332
 NE1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3110886960(NAD 83)
 NE1332
 NE1332                          SUPERSEDED SURVEY CONTROL
 NE1332
 NE1332  NAD 83(1986)-  42 18 59.67497(N)    083 02 58.09145(W) AD(       ) 3
 NE1332  NAD 27      -  42 18 59.53400(N)    083 02 58.37100(W) AD(       ) 3
 NE1332
 NE1332.Superseded values are not recommended for survey control.
 NE1332
 NE1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1332.See file dsdata.pdf to determine how the superseded data were derived.
 NE1332
 NE1332_MARKER: 42 = RADIO/TV MAST
 NE1332
 NE1332  HISTORY     - Date     Condition        Report By
 NE1332  HISTORY     - 1957     FIRST OBSERVED   CGS
 NE1332  HISTORY     - 1984     GOOD             USPSQD
 NE1332  HISTORY     - 19910725 GOOD             USPSQD
 NE1332
 NE1332                          STATION DESCRIPTION
 NE1332
 NE1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1332'THE STATION IS THE RED LIGHT ON THE
 NE1332'TOP OF THE MAST OF
 NE1332'CKLW-TV TRANSMISSION STATION.  IT IS LOCATED
 NE1332'IN THE NW SECTION OF WINDSOR, ABOUT
 NE1332'300 FT. NE OF CRAWFORD STREET,
 NE1332'ABOUT 400 FT. SE OF RIVERSIDE WEST, AND ON THE NE SIDE
 NE1332'OF THE
 NE1332'YELLOW BRICK BROADCASTING STATION BUILDING.  THE MAST IS A GUYED,
 NE1332'TUBULAR STEEL
 NE1332'MAST, COLORED IN ALTERNATE SECTION OF RED AND WHITE
 NE1332'WITH RED OBSTRUCTION LIGHTS ON
 NE1332'THE SIDES AND ON THE TOP, THE HEIGHT
 NE1332'IS 650 FT.
 NE1332'
 NE1332'THIS IS AN INTERSECTION STATION.
 NE1332
 NE1332                          STATION RECOVERY (1984)
 NE1332
 NE1332'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 NE1332'STATION FOUND GOOD.
 NE1332
 NE1332                          STATION RECOVERY (1991)
 NE1332
 NE1332'RECOVERY NOTE BY US POWER SQUADRON 1991 (RS)
 NE1332'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0817 ***********************************************************************
 RJ0817  DESIGNATION -  WITA IBC 1943
 RJ0817  PID         -  RJ0817
 RJ0817  STATE/COUNTY-  ON/ALGOMA
 RJ0817  COUNTRY     -  CANADA
 RJ0817  NTS MAPSHEET-  GARDEN RIVER 14 (2020)
 RJ0817
 RJ0817                         *CURRENT SURVEY CONTROL
 RJ0817  ______________________________________________________________________
 RJ0817* NAD 83(1986) POSITION- 46 31 02.55906(N) 084 14 48.21140(W)   ADJUSTED
 RJ0817* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0817  ______________________________________________________________________
 RJ0817  GEOID HEIGHT    -        -37.204 (meters)                     EGM08
 RJ0817  HORZ ORDER      -  THIRD
 RJ0817
 RJ0817.The positional and height information provided upon this datasheet are not
 RJ0817.officially recognized by the Government of Canada, provincial governments
 RJ0817.within Canada, nor are they intended to replace or substitute for them.
 RJ0817.The intent of sharing this data is to allow access to positions or heights
 RJ0817.recognized by the United States Government. Passive control that is used by
 RJ0817.both nations may share the same or similar designations or descriptions but
 RJ0817.do not share official positions or heights. The 'Station Description' may
 RJ0817.originate from a Canadian 'Station Report' and if so contains information
 RJ0817.licensed under the 'Open Government License - Canada'.
 RJ0817
 RJ0817.The horizontal coordinates were established by classical geodetic methods
 RJ0817.and adjusted by the National Geodetic Survey in July 1986.
 RJ0817
 RJ0817.The orthometric height was scaled from a topographic map.
 RJ0817
 RJ0817.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0817
 RJ0817.Click photographs - Photos may exist for this station.
 RJ0817
 RJ0817. The following values were computed from the NAD 83(1986) position.
 RJ0817
 RJ0817;                    North         East     Units Scale Factor Converg.
 RJ0817;UTM  16      - 5,155,217.502   711,192.434   MT  1.00014828   +1 59 54.5
 RJ0817
 RJ0817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0817!UTM  16      -   0.99997824  x   1.00014828  =   1.00012652
 RJ0817
 RJ0817:                Primary Azimuth Mark                     Grid Az
 RJ0817:UTM  16      -  35                                       081 22 59.8
 RJ0817
 RJ0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1119255217(NAD 83)
 RJ0817
 RJ0817|---------------------------------------------------------------------|
 RJ0817| PID    Reference Object                     Distance      Geod. Az  |
 RJ0817|                                                           dddmmss.s |
 RJ0817| RJ0809 35                                  APPROX. 0.9 KM 0832254.3 |
 RJ0817| RJ0818 BIRCH IBC 1943                      471.095 METERS 2053244.2 |
 RJ0817|---------------------------------------------------------------------|
 RJ0817
 RJ0817                          SUPERSEDED SURVEY CONTROL
 RJ0817
 RJ0817  NAD 27      -  46 31 02.47900(N)    084 14 48.07600(W) AD(       ) 3
 RJ0817
 RJ0817.Superseded values are not recommended for survey control.
 RJ0817
 RJ0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0817.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0817
 RJ0817_MARKER: Z = SEE DESCRIPTION
 RJ0817_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ0817+WITH SETTING: PAVEMENT
 RJ0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0817+STABILITY: SURFACE MOTION
 RJ0817
 RJ0817  HISTORY     - Date     Condition        Report By
 RJ0817  HISTORY     - 1943     MONUMENTED       IBC
 RJ0817
 RJ0817                          STATION DESCRIPTION
 RJ0817
 RJ0817'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0817'IN AN OPEN FIELD USED AS PASTURE, ABOUT 3-1/4 MILES DOWNSTREAM FROM
 RJ0817'TOPSAIL ISLAND.  IT IS ABOUT 200 FEET S OF EDGE OF TIMBER, 175 FEET
 RJ0817'BACK FROM EXTREME HIGH - WATER MARK AND ABOUT 4 FEET ABOVE, 173
 RJ0817'FEET WNW OF A 20-INCH ELM TREE, 201 FEET W OF A 26-INCH 3-TRUNKED
 RJ0817'ELM TREE, AND 199 FEET SW OF EDGE OF OLD PLOWING NEAR TIMBER.
 RJ0817'
 RJ0817'STATION MARK IS A PIECE OF NO 8 COPPER WIRE SET IN A CYLINDER OF
 RJ0817'CONCRETE 7 INCHES IN DIAMETER AND 10 INCHES LONG SET 2 FEET
 RJ0817'UNDERGROUND WITH A CEDAR HUB 4 INCHES IN DIAMETER AND 15 INCHES
 RJ0817'LONG SET ON TOP OF MARK BURIED JUST UNDERGROUND.  NO SURFACE MARK
 RJ0817'ESTABLISHED.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 PJ0204 ***********************************************************************
 PJ0204  DESIGNATION -  WOLFE ISLAND SOUTH SIDE LT
 PJ0204  PID         -  PJ0204
 PJ0204  STATE/COUNTY-  ON/FRONTENAC
 PJ0204  COUNTRY     -  CANADA
 PJ0204  NTS MAPSHEET-  WOLFE ISLAND (2020)
 PJ0204
 PJ0204                         *CURRENT SURVEY CONTROL
 PJ0204  ______________________________________________________________________
 PJ0204* NAD 83(1996) POSITION- 44 07 30.10746(N) 076 23 11.56332(W)   NO CHECK
 PJ0204* NAVD 88 ORTHO HEIGHT -    94.    (meters)      308.    (feet) SCALED
 PJ0204  ______________________________________________________________________
 PJ0204  GEOID HEIGHT    -        -34.959 (meters)                     EGM08
 PJ0204  HORZ ORDER      -  THIRD
 PJ0204
 PJ0204.The positional and height information provided upon this datasheet are not
 PJ0204.officially recognized by the Government of Canada, provincial governments
 PJ0204.within Canada, nor are they intended to replace or substitute for them.
 PJ0204.The intent of sharing this data is to allow access to positions or heights
 PJ0204.recognized by the United States Government. Passive control that is used by
 PJ0204.both nations may share the same or similar designations or descriptions but
 PJ0204.do not share official positions or heights. The 'Station Description' may
 PJ0204.originate from a Canadian 'Station Report' and if so contains information
 PJ0204.licensed under the 'Open Government License - Canada'.
 PJ0204
 PJ0204.The horizontal coordinates were established by classical geodetic methods
 PJ0204.and adjusted by the National Geodetic Survey in January 1999.
 PJ0204
 PJ0204.No horizontal observational check was made to the station.
 PJ0204
 PJ0204.The orthometric height was scaled from a topographic map.
 PJ0204
 PJ0204.Significant digits in the geoid height do not necessarily reflect accuracy.
 PJ0204
 PJ0204.Click photographs - Photos may exist for this station.
 PJ0204
 PJ0204. The following values were computed from the NAD 83(1996) position.
 PJ0204
 PJ0204;                    North         East     Units Scale Factor Converg.
 PJ0204;UTM  18      - 4,886,694.394   389,068.320   MT  0.99975135   -0 57 55.6
 PJ0204
 PJ0204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PJ0204!UTM  18      -   0.99999076  x   0.99975135  =   0.99974211
 PJ0204
 PJ0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TUP8906886694(NAD 83)
 PJ0204
 PJ0204                          SUPERSEDED SURVEY CONTROL
 PJ0204
 PJ0204  NAD 83(1986)-  44 07 30.11012(N)    076 23 11.55745(W) AD(       ) 3
 PJ0204
 PJ0204.Superseded values are not recommended for survey control.
 PJ0204
 PJ0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PJ0204.See file dsdata.pdf to determine how the superseded data were derived.
 PJ0204
 PJ0204_MARKER: 14 = NAVIGATION LIGHT
 PJ0204
 PJ0204  HISTORY     - Date     Condition        Report By
 PJ0204  HISTORY     - 1985     FIRST OBSERVED   NOS
 PJ0204
 PJ0204                          STATION DESCRIPTION
 PJ0204
 PJ0204'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (MWJ)
 PJ0204'THE STATION IS LOCATED 1.9 MILES WEST OF POINT ALEXANDRIA
 PJ0204'ON WOLFE ISLAND IN CANADA.
 PJ0204'
 PJ0204'THE STATION IS BEST REACHED BY BOAT FROM CAPE VINCENT.
 PJ0204'
 PJ0204'THE POINT INTERSECTED WAS THE HIGHEST VERTICAL POINT OF
 PJ0204'THE LIGHT ATOP THE WHITE CYLINDRICAL TOWER.
 PJ0204'
 PJ0204'DESCRIBED BY M JOHNSON.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 RJ0971 ***********************************************************************
 RJ0971  DESIGNATION -  YOUNG IBC 1944
 RJ0971  PID         -  RJ0971
 RJ0971  STATE/COUNTY-  ON/ALGOMA
 RJ0971  COUNTRY     -  CANADA
 RJ0971  NTS MAPSHEET-  MUNUSCONG LAKE (2020)
 RJ0971
 RJ0971                         *CURRENT SURVEY CONTROL
 RJ0971  ______________________________________________________________________
 RJ0971* NAD 83(1986) POSITION- 46 11 28.35821(N) 084 04 19.28380(W)   ADJUSTED
 RJ0971* NAVD 88 ORTHO HEIGHT -   176.    (meters)      577.    (feet) SCALED
 RJ0971  ______________________________________________________________________
 RJ0971  GEOID HEIGHT    -        -37.049 (meters)                     EGM08
 RJ0971  HORZ ORDER      -  THIRD
 RJ0971
 RJ0971.The positional and height information provided upon this datasheet are not
 RJ0971.officially recognized by the Government of Canada, provincial governments
 RJ0971.within Canada, nor are they intended to replace or substitute for them.
 RJ0971.The intent of sharing this data is to allow access to positions or heights
 RJ0971.recognized by the United States Government. Passive control that is used by
 RJ0971.both nations may share the same or similar designations or descriptions but
 RJ0971.do not share official positions or heights. The 'Station Description' may
 RJ0971.originate from a Canadian 'Station Report' and if so contains information
 RJ0971.licensed under the 'Open Government License - Canada'.
 RJ0971
 RJ0971.The horizontal coordinates were established by classical geodetic methods
 RJ0971.and adjusted by the National Geodetic Survey in July 1986.
 RJ0971
 RJ0971.The orthometric height was scaled from a topographic map.
 RJ0971
 RJ0971.Significant digits in the geoid height do not necessarily reflect accuracy.
 RJ0971
 RJ0971.Click photographs - Photos may exist for this station.
 RJ0971
 RJ0971. The following values were computed from the NAD 83(1986) position.
 RJ0971
 RJ0971;                    North         East     Units Scale Factor Converg.
 RJ0971;UTM  16      - 5,119,460.503   725,933.801   MT  1.00022754   +2 06 50.0
 RJ0971;UTM  17      - 5,119,880.868   262,951.445   MT  1.00029081   -2 13 04.7
 RJ0971
 RJ0971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0971!UTM  16      -   0.99997821  x   1.00022754  =   1.00020575
 RJ0971!UTM  17      -   0.99997821  x   1.00029081  =   1.00026902
 RJ0971
 RJ0971:                Primary Azimuth Mark                     Grid Az
 RJ0971:UTM  16      -  HAY POINT IBC 1944                       141 00 13.2
 RJ0971:UTM  17      -  HAY POINT IBC 1944                       145 20 07.9
 RJ0971
 RJ0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2593319460(NAD 83)
 RJ0971
 RJ0971|---------------------------------------------------------------------|
 RJ0971| PID    Reference Object                     Distance      Geod. Az  |
 RJ0971|                                                           dddmmss.s |
 RJ0971| RJ0970 REF MON 13                           29.641 METERS 10826     |
 RJ0971| RJ0965 HAY POINT IBC 1944                  APPROX. 9.1 KM 1430703.2 |
 RJ0971|---------------------------------------------------------------------|
 RJ0971
 RJ0971                          SUPERSEDED SURVEY CONTROL
 RJ0971
 RJ0971  NAD 27      -  46 11 28.29800(N)    084 04 19.19800(W) AD(       ) 3
 RJ0971
 RJ0971.Superseded values are not recommended for survey control.
 RJ0971
 RJ0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0971.See file dsdata.pdf to determine how the superseded data were derived.
 RJ0971
 RJ0971_MARKER: H = DRILL HOLE
 RJ0971_SETTING: 80 = SET IN A BOULDER
 RJ0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0971+STABILITY: SURFACE MOTION
 RJ0971
 RJ0971  HISTORY     - Date     Condition        Report By
 RJ0971  HISTORY     - 1944     MONUMENTED       IBC
 RJ0971  HISTORY     - 1958     GOOD             IBC
 RJ0971
 RJ0971                          STATION DESCRIPTION
 RJ0971
 RJ0971'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RJ0971'NEAR THE CENTER OF THE OLD ROCK - AND - GRAVEL GOVERNMENT DOCK
 RJ0971'EXTENDING NW FROM THE END OF THE LINE K ROAD AT RICHARDSON POINT,
 RJ0971'ON W SIDE OF ST JOSEPH ISLAND.  IT IS ABOUT 85 FEET OUT ON THE DOCK
 RJ0971'FROM THE SHORE AND NEAR REFERENCE MONUMENT 13, 6 FEET FROM THE
 RJ0971'UPSTREAM SIDE OF THE DOCK, AND 12 FEET FROM THE S OR DOWNSTREAM
 RJ0971'SIDE.  IT IS 12 FEET INSHORE FROM THE  ROCK FOUNDATION OF A BUILDING
 RJ0971'ONCE STANDING ON THE N SIDE OF THE DOCK.
 RJ0971'
 RJ0971'STATION MARK IS A 1/2-INCH DRILL HOLE 3/4 INCH DEEP BETWEEN THE
 RJ0971'LETTERS---U.---AND---S.---IN THE TOP OF A ROCK 8 BY 12 INCHES
 RJ0971'SET IN THE DOCK, WITH ITS TOP FLUSH WITH THE SURFACE OF THE DOCK.
 RJ0971
 RJ0971                          STATION RECOVERY (1958)
 RJ0971
 RJ0971'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0971'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TA0110 ***********************************************************************
 TA0110  DESIGNATION -  ZERO
 TA0110  PID         -  TA0110
 TA0110  STATE/COUNTY-  ON/THUNDER BAY
 TA0110  COUNTRY     -  CANADA
 TA0110  NTS MAPSHEET-  SHEBANDOWAN (2020)
 TA0110
 TA0110                         *CURRENT SURVEY CONTROL
 TA0110  ______________________________________________________________________
 TA0110* NAD 83(1996) POSITION- 48 33 48.39909(N) 090 13 31.55269(W)   ADJUSTED
 TA0110* NAVD 88 ORTHO HEIGHT -   520.    (meters)     1706.    (feet) SCALED
 TA0110  ______________________________________________________________________
 TA0110  GEOID HEIGHT    -        -34.529 (meters)                     EGM08
 TA0110  HORZ ORDER      -  FIRST
 TA0110
 TA0110.The positional and height information provided upon this datasheet are not
 TA0110.officially recognized by the Government of Canada, provincial governments
 TA0110.within Canada, nor are they intended to replace or substitute for them.
 TA0110.The intent of sharing this data is to allow access to positions or heights
 TA0110.recognized by the United States Government. Passive control that is used by
 TA0110.both nations may share the same or similar designations or descriptions but
 TA0110.do not share official positions or heights. The 'Station Description' may
 TA0110.originate from a Canadian 'Station Report' and if so contains information
 TA0110.licensed under the 'Open Government License - Canada'.
 TA0110
 TA0110.The horizontal coordinates were established by classical geodetic methods
 TA0110.and adjusted by the National Geodetic Survey in March 1999.
 TA0110
 TA0110.The orthometric height was scaled from a topographic map.
 TA0110
 TA0110.Significant digits in the geoid height do not necessarily reflect accuracy.
 TA0110
 TA0110.Click photographs - Photos may exist for this station.
 TA0110
 TA0110. The following values were computed from the NAD 83(1996) position.
 TA0110
 TA0110;                    North         East     Units Scale Factor Converg.
 TA0110;UTM  15      - 5,382,644.811   704,696.773   MT  1.00011482   +2 04 50.8
 TA0110
 TA0110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TA0110!UTM  15      -   0.99992389  x   1.00011482  =   1.00003870
 TA0110
 TA0110:                Primary Azimuth Mark                     Grid Az
 TA0110:UTM  15      -  GREENWATER                               240 38 24.7
 TA0110
 TA0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UYP0469682644(NAD 83)
 TA0110
 TA0110|---------------------------------------------------------------------|
 TA0110| PID    Reference Object                     Distance      Geod. Az  |
 TA0110|                                                           dddmmss.s |
 TA0110| TA0114 GREENWATER                          APPROX.16.8 KM 2424315.5 |
 TA0110|---------------------------------------------------------------------|
 TA0110
 TA0110                          SUPERSEDED SURVEY CONTROL
 TA0110
 TA0110  NAD 83(1986)-  48 33 48.38912(N)    090 13 31.51591(W) AD(       ) 1
 TA0110  NAD 27      -  48 33 48.80200(N)    090 13 31.19200(W) AD(       ) 1
 TA0110
 TA0110.Superseded values are not recommended for survey control.
 TA0110
 TA0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TA0110.See file dsdata.pdf to determine how the superseded data were derived.
 TA0110
 TA0110_MARKER: B = BOLT
 TA0110_SETTING: 0 = UNSPECIFIED SETTING
 TA0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TA0110
 TA0110  HISTORY     - Date     Condition        Report By
 TA0110  HISTORY     - 1914     MONUMENTED       GSC
 TA0110
 TA0110                          STATION DESCRIPTION
 TA0110
 TA0110'DESCRIBED BY GEODETIC SURVEY OF CANADA 1914
 TA0110'SITUATED ON A HILL SOUTH OF ZERO LAKE AND WEST OF COPPER LAKE.
 TA0110'THE TOP OF THE HILL HAS BEEN CLEARED.  IT IS REACHED FROM LAKE
 TA0110'SHEBANDOWAN BY FOLLOWING THE TRAIL SHOWN ON THE ENGLISH RIVER
 TA0110'SHEET, PUBLISHED BY THE DEPARTMENT OF THE INTERIOR OF CANADA.
 TA0110'THE TRAIL LEADS FROM THE SOUTH SIDE OF THE LAKE.
 TA0110'
 TA0110'STATION MARK--A COPPER BOLT STAMPED G.S.C. 1914 SET IN SOLID
 TA0110'ROCK, REFERENCED BY THREE COPPER BOLTS.
1    National Geodetic Survey, Retrieval Date = MAY 11, 2024 01:35:52 EDT
 TB0870 ***********************************************************************
 TB0870  DESIGNATION -  ZERO 2
 TB0870  PID         -  TB0870
 TB0870  STATE/COUNTY-  ON/RAINY RIVER
 TB0870  COUNTRY     -  CANADA
 TB0870  NTS MAPSHEET-  FORT FRANCES (2020)
 TB0870
 TB0870                         *CURRENT SURVEY CONTROL
 TB0870  ______________________________________________________________________
 TB0870* NAD 83(1996) POSITION- 48 38 08.99328(N) 093 21 27.46180(W)   ADJUSTED
 TB0870* NAVD 88 ORTHO HEIGHT -   366.37  (+/-2cm)     1202.0   (feet) VERTCON
 TB0870  ______________________________________________________________________
 TB0870  GEOID HEIGHT    -        -30.844 (meters)                     EGM08
 TB0870  HORZ ORDER      -  FIRST
 TB0870  VERT ORDER      -  THIRD ? (See Below)
 TB0870
 TB0870.The positional and height information provided upon this datasheet are not
 TB0870.officially recognized by the Government of Canada, provincial governments
 TB0870.within Canada, nor are they intended to replace or substitute for them.
 TB0870.The intent of sharing this data is to allow access to positions or heights
 TB0870.recognized by the United States Government. Passive control that is used by
 TB0870.both nations may share the same or similar designations or descriptions but
 TB0870.do not share official positions or heights. The 'Station Description' may
 TB0870.originate from a Canadian 'Station Report' and if so contains information
 TB0870.licensed under the 'Open Government License - Canada'.
 TB0870
 TB0870.The horizontal coordinates were established by classical geodetic methods
 TB0870.and adjusted by the National Geodetic Survey in March 1999.
 TB0870
 TB0870.The NAVD 88 height was computed by applying the VERTCON shift value to
 TB0870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TB0870
 TB0870.Significant digits in the geoid height do not necessarily reflect accuracy.
 TB0870
 TB0870.The vertical order pertains to the NGVD 29 superseded value.
 TB0870
 TB0870.Click photographs - Photos may exist for this station.
 TB0870
 TB0870. The following values were computed from the NAD 83(1996) position.
 TB0870
 TB0870;                    North         East     Units Scale Factor Converg.
 TB0870;UTM  15      - 5,387,035.894   473,652.016   MT  0.99960853   -0 16 06.3
 TB0870
 TB0870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TB0870!UTM  15      -   0.99994742  x   0.99960853  =   0.99955597
 TB0870
 TB0870:                Primary Azimuth Mark                     Grid Az
 TB0870:UTM  15      -  ZERO 2 AZ MK                             226 37 50.8
 TB0870
 TB0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP7365287035(NAD 83)
 TB0870
 TB0870|---------------------------------------------------------------------|
 TB0870| PID    Reference Object                     Distance      Geod. Az  |
 TB0870|                                                           dddmmss.s |
 TB0870| CO7735 ZERO 2 RM 2                          30.151 METERS 13832     |
 TB0870| CO7734 ZERO 2 AZ MK                                       2262144.5 |
 TB0870| TB1146 ZERO 2 RM 3                          26.709 METERS 24155     |
 TB0870| TB0868 ZERO                                 37.927 METERS 31007     |
 TB0870|---------------------------------------------------------------------|
 TB0870
 TB0870                          SUPERSEDED SURVEY CONTROL
 TB0870
 TB0870  NAD 83(1986)-  48 38 08.98007(N)    093 21 27.47606(W) AD(       ) 1
 TB0870  NAD 27      -  48 38 09.21055(N)    093 21 26.96346(W) AD(       ) 1
 TB0870  NGVD 29             366.00   (m)         1200.8    (f) LEVELING    3  
 TB0870
 TB0870.Superseded values are not recommended for survey control.
 TB0870
 TB0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0870.See file dsdata.pdf to determine how the superseded data were derived.
 TB0870
 TB0870_MARKER: DS = TRIANGULATION STATION DISK
 TB0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TB0870
 TB0870  HISTORY     - Date     Condition        Report By
 TB0870  HISTORY     - 1967     MONUMENTED       CGS
 TB0870
 TB0870                          STATION DESCRIPTION
 TB0870
 TB0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LMC)
 TB0870'THE STATION IS LOCATED ABOUT 2-1/2 MILES EAST OF FORT FRANCES, 1/4
 TB0870'MILE NORTHWEST OF THE NORTHWEST SHORE OF RAINY LAKE, AND ON THE
 TB0870'EAST SIDE OF KINGS HIGHWAY 11.
 TB0870'
 TB0870'TO REACH THE STATION FROM THE JUNCTION OF KINGS HIGHWAYS 11 AND 71
 TB0870'IN FORT FRANCES, GO EASTERLY ON KINGS HIGHWAY 11 FOR 3.2 MILES TO A
 TB0870'CROSSROAD AND THE AZIMUTH MARK ON THE RIGHT IN THE SOUTHEAST ANGLE
 TB0870'OF THE INTERSECTION.  CONTINUE EASTERLY ON HIGHWAY 11 FOR 0.2 MILE
 TB0870'TO A SIDEROAD RIGHT AND THE STATION ON THE RIGHT.
 TB0870'
 TB0870'STATION MARK, STAMPED ZERO 2 1967 IS A STANDARD DISK SET IN A
 TB0870'ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 69 FEET
 TB0870'SOUTHEAST OF THE CENTER OF HIGHWAY 11, 51 FEET NORTHEAST OF THE
 TB0870'CENTER OF A GRAVELED ROAD, 50 FEET NORTH OF A POWER POLE AND 2.5
 TB0870'FEET EAST OF A METAL WITNESS POST.
 TB0870'
 TB0870'ZERO 1923, STAMPED ZERO 1923 IS A STANDARD DISK SET IN AN
 TB0870'IRREGULAR MASS OF CONCRETE 46 INCHES BELOW THE GROUND SURFACE.  IT
 TB0870'IS 56 FEET NORTHWEST OF THE CENTER OF HIGHWAY 11, 28 FEET SOUTHEAST
 TB0870'OF THE SOUTHEAST RAIL OF A RAILROAD TRACK AND 22 FEET NORTH OF A
 TB0870'DRIVEWAY.
 TB0870'
 TB0870'R.M. NO. 2, STAMPED ZERO 2 NO 2 1967 IS A STANDARD DISK SET IN A
 TB0870'ROUND CONCRETE MONUMENT WHICH PROJECTS 1 INCH.  IT IS 14 FEET NORTH
 TB0870'OF THE CENTER OF A GRAVELED ROAD, 2.3 FEET SOUTH OF A POWER POLE
 TB0870'AND 1.4 FEET EAST OF A METAL WITNESS POST.
 TB0870'
 TB0870'R.M. NO. 3, STAMPED ZERO 2 NO 3 1967 IS A STANDARD DISK SET IN A
 TB0870'ROUND CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 43 FEET
 TB0870'SOUTHEAST OF THE CENTER OF HIGHWAY 11, 20 FEET SOUTH OF THE CENTER
 TB0870'OF THE GRAVELED ROAD AND 1.3 FEET EAST OF A METAL WITNESS POST.
 TB0870'
 TB0870'AZIMUTH MARK, STAMPED ZERO 2 1967 IS A STANDARD DISK SET IN A ROUND
 TB0870'CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 57 FEET SOUTHWEST
 TB0870'OF THE CENTER OF A GRAVELED ROAD, 45 FEET SOUTHEAST OF THE CENTER
 TB0870'OF HIGHWAY 11, 2 FEET EAST OF A POWER POLE AND 2 FEET WEST OF A
 TB0870'METAL WITNESS POST.
 TB0870'
 TB0870'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.

 *** retrieval complete.
